KR19980028073A - Circulation wastewater purification device and method - Google Patents
Circulation wastewater purification device and method Download PDFInfo
- Publication number
- KR19980028073A KR19980028073A KR1019960047040A KR19960047040A KR19980028073A KR 19980028073 A KR19980028073 A KR 19980028073A KR 1019960047040 A KR1019960047040 A KR 1019960047040A KR 19960047040 A KR19960047040 A KR 19960047040A KR 19980028073 A KR19980028073 A KR 19980028073A
- Authority
- KR
- South Korea
- Prior art keywords
- pipe
- water
- chamber
- tank
- pump
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Physical Water Treatments (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
본 발명은 순환식 폐수정화장치로, 가압부상법을 채용하고 응집제를 효과적으로 응용하면서, 미크론의 초미세기포를 폐수 중에 연속, 다량 발산하여 에어휠터 효과를 발생시켜서, 수중의 부유물질을 부상분리하는바 기포발생장치의 작동에 의해 토출밸브(19)·(19')에서 계속 발산되는 초미세기포는 수중의 부유물질에 흡착되어 부상 분리되며, 상등수는 하층으로 분리되고, 수면에 응집된 슬러지는 수거됨으로서 정화는 이루어지며, 정화의 질을 높이기 위하여 조(槽)내에서 2차례 반복해서 정화처리는 이루어진다.The present invention is a circulating wastewater purification device, which employs a pressure flotation method and effectively applies a flocculant, while continuously dispersing a large amount of micronized micro-foams in the wastewater to generate an air filter effect, thereby floating floating materials in water. Ultra-low-strength canisters, which continue to emanate from the discharge valves 19 and 19 'by the operation of the bubble generator, are adsorbed and separated by suspended substances in the water, and the supernatant is separated into the lower layer, Purification is achieved by collection, and purification is performed twice in a tank to improve the quality of purification.
유입 폐원수의 수질의 악화 및 기기의 오작동 등에 의하여 방류수의 수질이 양호하지 못할 경우에는, 유입되는 폐원수를 차단시키고, 순환펌프(6)의 작동으로 방류수실(H)의 방류수는 방류되지 않고 반응실(2)로 재 유입되어 반응처리조(T2), 정화처리조(T1)내에서 재 순환되면서 정화처리되어 방류된다.If the water quality of the discharged water is not good due to deterioration of the water quality of the inflowed wastewater and malfunction of the equipment, the incoming wastewater is shut off, and the discharged water of the discharged water chamber H is not discharged by the operation of the circulation pump 6. It flows back into the reaction chamber 2, and is circulated in the reaction treatment tank T2 and the purification treatment tank T1, and is purified and discharged.
Description
본 발명은 폐수처리에 관한 것으로, 응집제를 효과적으로 응용하고, 가압부상법을 채용하여 미크론의 초미세기포를 수중에 다량 발산시켜 부유물질을 효율적으로 부상·분리하는 유기 폐수 정화 장치로서, 농·축·수산 가공 공장의 배출수, 생활오수, 주유소, 세차장 등의 배출수 정화를 가능토록 한 것이다.BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to wastewater treatment, which is an organic wastewater purification device that efficiently applies flocculants, employs a pressure flotation method, and dissipates a large amount of micronized microbubbles in water to efficiently float and separate suspended solids. · It is possible to purify the effluent from the effluent, live sewage, gas station, car wash, etc.
[발명이 속하는 기술분야 및 그 분야의 종래기술][Technical Field to which the Invention belongs and Prior Art in the Field]
클로이드입자 및 부유물질을 함유한 폐수를 정화함에 있어서 가압부상법등이 응용되고 있으나, 기존 가압부상장치는 효율의 한계 때문에 다른 폐수장치를 구성하는데 보조적인 역할로 이용되고 있다.In the treatment of wastewater containing clade particles and suspended solids, a pressurized flotation method is applied, but the existing pressurized flotation apparatus is used as a supplementary role in constructing another wastewater apparatus due to the limitation of efficiency.
종래의 폐수정화장치로서, 가압부상법을 이용한 폐수정화장치의 한 예를 보면, 폐수가 집수조에서 반응조로, 반응조에서 중화조로, 중화조에서 응집조로, 응집조에서 가압부상조로 이송되면, 가압펌프, 에어콤프레셔의 작동에 의한 가압수가 부상조내의 폐수 중에 토출되어 부유물질을 부상시키고, 폐수는 다시 폭기조, 침전조 등의 처리 공정을 거치면서 정화처리하여 방류시킴으로써, 가압부상장치는 주장치가 되지 못하고, 폐수를 정화처리하는 공정에서 어느 한 부분에 보조적으르 이용되고 있는 것이다.As a conventional wastewater purification apparatus, an example of a wastewater purification apparatus using a pressure flotation method is a pressurized pump when wastewater is transferred from a collection tank to a reaction tank, from a reaction tank to a neutralization tank, from a neutralization tank to a flocculation tank, and from a flocculation tank to a pressure flotation tank. Pressurized water by the operation of the air compressor is discharged into the wastewater in the flotation tank to float the floating material, and the wastewater is discharged by purifying and discharged through the aeration tank, sedimentation tank, etc. It is used as an auxiliary part in the wastewater purification process.
본 발명은 가압부상법을 채용하여, 미크론의 초미세기포를 폐수 중에 다량 토출케하여 에어휠터 효과를 발생시켜 폐수를 고도로 정화하고, 유입 폐원수의 수질의 악화 및 기기의 오작동 등에 의하여 방류수의 수질이 불량할 경우 방류를 중단시키고, 조(槽)내서 폐수를 다시 순환시켜 재 정화 처리하여 수질이 양호할 때 방류함으로서 방류수의 수질을 보장하게 되고, 본 장치 전·후의 보조 관련장치를 생략시켜, 소형화된 순환식 폐수정화장치를 제공하는데 있다,The present invention employs a pressure flotation method, and discharges a large amount of micronized micro-foams into the wastewater to generate an air filter effect, thereby highly purifying the wastewater, deteriorating the water quality of the inflowing wastewater and malfunctioning of the equipment. If this is poor, discharge is stopped, the wastewater is circulated again in the tank to be re-purified and discharged when the water quality is good, thereby ensuring the quality of the discharged water, and omitting the auxiliary related devices before and after the device. To provide a miniaturized circulating waste water purification device,
도 1은 폐수정화처리장치 사시도1 is a perspective view of a wastewater purification apparatus
도 2는 정화처리조(T2) 내부 평면도2 is a plan view inside the purification treatment tank T2
도 3은 도 1의 후면단면도3 is a rear cross-sectional view of FIG.
도 4는 M1·M2 내부평면도4 is a plan view of M1 and M2 inside
도 5는 M1·M2 내부사면도5 is an internal perspective view of M1 · M2
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
T1 : 반응처리조 T2 : 정화처리조T1: reaction treatment tank T2: purification treatment tank
2,4 : 반응실 3 : 중화실2,4: reaction chamber 3: neutralization chamber
5 : 폐수공급펌프 6 : 순환펌프5: wastewater supply pump 6: circulation pump
7 : 블로워펌프 R : 유입펌프7: blower pump R: inflow pump
8 : 산성응집제공급조 9 : 알카리성용집제공급조8: acid coagulant supply tank 9: alkali coagulant supply tank
10 : 산성응집제공급조 12·12' : 기포발생장치10: acid coagulant supply tank 12, 12 ': bubble generator
13 : 기포수공급파이프 14 : 반응수유입파이프13 bubble water supply pipe 14 reaction water inlet pipe
15·15' : 가압펌프 16·16' : 압축공기압입파이프15 · 15 ': Pressurized pump 16 · 16': Compressed air pressurized pipe
17·17' : 기액믹서파이프 18·18' : 가압수압송파이프17 · 17 ': gas-liquid mixer pipe 18 · 18': pressurized water feed pipe
19 : 토출밸브 20·20'·20 : PH콘트롤19: discharge valve 20, 20 ', 20: PH control
22 : 순환수유입파이프 23 : 유입파이프22: circulating water inlet pipe 23: inlet pipe
24 : 기포수공급파이프 25 : 반응수유출파이프24: bubble water supply pipe 25: reaction water outflow pipe
26· 26', 27·27', 28·28'26, 26 ', 27, 27', 28, 28 '
(과제를 해결하기 위한 수단)(Means to solve the task)
본 발명은 상,하층으로 정화처리조(T2), 반응처리조(T1)로 구분되고, 반응처리조 상부는 반응실(2), 중화실(3), 반응실(4)로 구획되고, 각 실의 상부에 산성응집제공급조(8), 알카리성중화제공급조(9), 산성응집제공급조(10)가 설치된다.In the present invention, the upper and lower layers are divided into a purification treatment tank (T2) and a reaction treatment tank (T1), and the upper portion of the reaction treatment tank is divided into a reaction chamber (2), a neutralization chamber (3), and a reaction chamber (4). An acidic coagulant supply tank 8, an alkaline neutralizing agent supplying tank 9, and an acidic coagulant supplying tank 10 are installed at the top of each chamber.
정화처리조(T2)는 양단(兩端)이 M1, M2로 구획되고, 그 중간 부분을 길이로, 2등분하여 A·B·C·D·I'와 E·F·G·H·I로 병렬구획되며, M1, M2에는 기포발생장치(12)·(12')가 설치되고, (A)·(E)는 기포토출실, (B)·(C)·(F)는 부상실, (D)·(G)는 정화수실, (H)는 방류실, (I'),( I )는 슬러지 회수실이 된다.The purification treatment tank T2 is divided into M1 and M2 at both ends, and the middle portion thereof is divided into two parts in length, and A, B, C, D, I ', E, F, G, H, I The bubble generators 12 and 12 'are installed in M1 and M2, (A) and (E) are gas photo exit chambers, and (B), (C) and (F) are floating chambers. , (D) and (G) are purified water chambers, (H) is discharge chambers, and (I ') and (I) are sludge recovery chambers.
방류수실(H)에서 출발한 기포수 공급파이프(13)는 기포발생장치(12)내의 가압펌프(15)에 연결되며, 가압펌프에서 소요의 파이프를 통해서 기액믹서파이프(17)에, 기액믹서파이프(17)에서 T형 파이프에 연결되면서 양분되어 파이프(K)의 양단에 연결되며, 파이프(K)에서 가압수압송파이프(18)는 기포토츨실(A)로 연결되어 토출밸브(19)가 부설되며, 에어콤프레셔의 압축공기 압입파이프(16')는 가압펌프와 기액믹서파이프(17')사이의 파이프에 접속된다.The bubble water supply pipe 13 starting from the discharge water chamber H is connected to the pressurized pump 15 in the bubble generator 12, and to the gas-liquid mixer pipe 17 through the required pipe in the pressurized pump, the gas-liquid mixer The pipe 17 is connected to the T-type pipe and bisects and is connected to both ends of the pipe K. In the pipe K, the pressurized water pressure transmission pipe 18 is connected to the photovoltaic chamber A to discharge the valve 19. The compressed air press-fit pipe 16 'of the air compressor is connected to the pipe between the pressurized pump and the gas-liquid mixer pipe 17'.
한편, 반응실(4)실에서 출발한 파이프(24)는 기포발생장치(12')의 가압펌프(15')에 연결되며, 가압펌프에서 소요의 파이프를 통해서 기액믹서파이프(17')에, 기액믹서파이프(17')에서 T형 파이프에 연결되면서 양분되어 파이프(K')의 양단에 연결되며, 파이프(K')에서 가압수 압송파이프(1인)가 기포토출실(E)로 연결되어 토출밸브(19')가 부설되며, 에어콤프레셔의 압축공기 압입파이프(16')는 가압펌프와 기액믹서파이프(17')사이의 파이프에 접속된다.On the other hand, the pipe 24 starting from the reaction chamber 4 is connected to the pressure pump 15 'of the bubble generator 12', and to the gas-liquid mixer pipe 17 'through the required pipe in the pressure pump. The liquefied mixer pipe 17 'is connected to the T-type pipe and bisected to both ends of the pipe K'. The pressurized water pressure pipe (1 person) is connected to the gas photo exit chamber E from the pipe K '. In connection with the discharge valve 19 'is installed, the compressed air press-fit pipe 16' of the air compressor is connected to the pipe between the pressure pump and the gas-liquid mixer pipe 17 '.
파이프(26)·(26'), (27)·(27'), (28)·(28')로서 구성된 에어탱크 상부에 기대가 부착되고 기대 상부에 위의 기포발생장치(12)·(12')가 설치된다.The base is attached to the upper part of the air tank configured as pipes 26, 26 ', 27, 27', and 28, 28 ', and the bubble generator 12 is placed on the upper part of the base. 12 ') is installed.
반응실(2)에는 폐수 공급파이프와 폐수 공급펌프(5), 방류실(H)에서 출발한 파이프(22)와 순환펌프(6), PH콘트롤(20), 산성응집제공급조(8)에서 응집제유입파이프가 부설되고, 중화실(3)에는 알카리성중화제공급조(9)에서 중화제유입파이프, PH콘트롤(20'), 1차 정화수 유입파이프와 펌프(R), 반응실(4)에는 PH콘트롤(20), 기포수공급파이프(24), 토출실(E)로 반응수 유출파이프(25), 산성응집제공급조(10)에서 응집제 유입파이프가 부설된다.In the reaction chamber (2), the wastewater supply pipe and the wastewater supply pump (5), the pipe 22 starting from the discharge chamber (H), the circulation pump (6), the PH control (20), and the acid coagulant supply tank (8) Coagulant inlet pipe is installed, neutralizing agent inlet pipe (9), neutralizing agent inlet pipe (9) in the neutralization chamber (3), PH control (20 '), primary purified water inlet pipe and pump (R), PH in the reaction chamber (4). A flocculant inflow pipe is laid in the reaction water outlet pipe 25 and the acid coagulant supply tank 10 to the control 20, the bubble water supply pipe 24, and the discharge chamber E.
반응실(2), 중화실(3), 반응실(4)에는 블로워펌프(7)로부터 송풍을 위한 파이프가 연결 설치되어 구성된다.In the reaction chamber 2, the neutralization chamber 3, and the reaction chamber 4, pipes for blowing air from the blower pump 7 are connected to each other.
폐수공급펌프(5)의 작동에 의하여 폐원수, 산성응집제공급조(8)에서 응집제가 반응실(2)에 유입되면, PH콘트롤에 의해서 조정된 반응수는 파이프(14)를 통해서 기포토출실(A)에 연속 유입되고, 방류실(H)에서 기포수를 공급받은 가압펌프(15)의 작동에 의한 가압수에, 압축공기압입파이프(16)에서 압축공기가 압입되어, 기액믹서파이프(17)에서 가압수와 압축공기는 혼합, 가공되어 미크론의 초미세기포를 생성시켜, 기포압송파이프(18)를 통해서 기포토출실(A)의 토출밸브(19)에 의해 폐수 중에 토출된다.When the coagulant flows into the reaction chamber 2 from the waste water supply and the acid coagulant supply tank 8 by the operation of the waste water supply pump 5, the reaction water adjusted by the PH control is passed through the pipe 14 through the pipe 14. Compressed air is pressed into the pressurized water by the operation of the pressurized pump 15 which is continuously introduced into (A) and supplied with the bubble water from the discharge chamber H, and pressurized compressed air is compressed into the gas-liquid mixer pipe ( In 17), the pressurized water and the compressed air are mixed and processed to generate micronized ultra-low intensity bubbles, and are discharged into the wastewater by the discharge valve 19 of the gas photo outlet chamber A through the bubble pressure pipe 18.
이어서 정화수실(D)의 1차 정화수는 펌프(R)의 작동에 의하여 중화실(3)로 이송되고 중화 처리되어 반응실(4)로 이송되면, 응집제공급조(10)에서 응집제가 공급되고 PH콘트롤에 의해서 조정된 반응수는 유출파이프(25)를 통해서 기포토출실(E)에 유입되는 한편, 공급파이프(24)를 통해서 가압펌프(15')에 공급되고, 가압펌프(15')의 작동에 의한 가압수에 압축공기압입파이프(16')에서 압축공기가 압입되어, 기액믹서파이프(17')에서 가압수와 압축공기는 혼합, 가공되어 미크론의 초미세기포를 생성시켜 기포압송파이프(18')를 통해서 기포토출실(E)의 토출밸브(19')에 의해 폐수 중에 토출된타.Subsequently, when the primary purified water of the purified water chamber D is transferred to the neutralization chamber 3 by the operation of the pump R and neutralized and transferred to the reaction chamber 4, the flocculant is supplied from the coagulant supply tank 10. The reaction water adjusted by the PH control flows into the gas photo outlet chamber E through the outflow pipe 25, and is supplied to the pressure pump 15 ′ through the supply pipe 24, and the pressure pump 15 ′. Compressed air is pressurized in the compressed air pressurized pipe 16 'to pressurized water by operation of the pressurized water, and pressurized water and compressed air are mixed and processed in the gas-liquid mixer pipe 17' to generate micronized ultra-low intensity bubbles Discharged into the waste water by the discharge valve 19 'of the photo port chamber E through the pipe 18'.
이 때, 유입 폐원수의 수질의 악화 및 기기의 오작동 등에 의하여 방류수의 수질이 불량할시에는 폐원수 공급펌프(5)를 정지시키고, 순환펌프(6)가 작동하여 방류수실(H)의 불량 정화수를 반응실(2))에 유입시켜, 정화처리조(T2) 반응처리조(T1)의 폐수는 순환하게 된다.At this time, when the water quality of the discharged water is poor due to deterioration of the water quality of the inflowed wastewater and malfunction of the equipment, the wastewater supply pump 5 is stopped, and the circulation pump 6 is operated so that the discharge water chamber H is defective. The purified water is introduced into the reaction chamber 2, and the wastewater of the purification treatment tank T2 reaction treatment tank T1 is circulated.
토출실(A)·(E)에 토출된 기포는 폐수 중에 확산되면서 연속되는 유입수와 함께 부상실(B)·(C)·(F)로 강제 이송되며 상등수는 하층으로 분리되고, 슬러지는 회수통로를 통해서 수거 처리된다.Bubbles discharged into the discharge chambers (A) and (E) are forcibly transferred to the flotation chambers (B), (C), and (F) with continuous inflow water as they diffuse into the wastewater, and the supernatant is separated into the lower layer, and the sludge is recovered. Collected through the aisle.
(실시예)(Example)
이하는 이 발명을 도면으로서 표시, 그 실시예에 대해서 설명한다.Hereinafter, this invention is shown by drawing and the Example is described.
상, 하층으로 구분된 정화처리조(T2), 반응처리조(T1), 반응처리조 상부는반응실(2), 중화실(3), 응집실(4)로 구획되고, 각 실의 상부에 산성응집제공급조(8), 알카리성중화제공급조(9), 산성응집제공급조(10)가 설치된다.The upper and lower clarification treatment tanks T2, reaction treatment tanks T1, and reaction treatment tank upper sections are divided into a reaction chamber 2, a neutralization chamber 3, and an agglomeration chamber 4, and an upper portion of each chamber. An acid coagulant supply tank 8, an alkaline neutralizer supply tank 9, and an acid coagulant supply tank 10 are installed.
정화처리조(T2)는 양단(兩端)이 M1, M2로 구획되고, 그 중간 부분을 길이로 2등분하여 A·B·C·D·I'와 E·F·G·H·I로 병렬구획되며, M1, M2에는 기포발생장치(12)·(12')가 설치되고, (A)·(E)는 기포토출실, (B)·(C)·(F)는 부상실, (D)·(G)는 정화수실, (H)는 방류실, (I ),(I')는 슬러지 회수실로 된다.The purifying treatment tank T2 is divided into M1 and M2 at both ends, and the middle portion is divided into two parts by lengths to A, B, C, D, I 'and E, F, G, H, I. In the parallel compartment, bubble generators 12 and 12 'are installed in M1 and M2, (A) and (E) are gas photo exit chambers, (B), (C) and (F) are floating chambers, (D) and (G) are purified water chambers, (H) are discharge chambers, and (I) and (I ') are sludge recovery chambers.
방류수실(H)에서 출발한 기포수 공급파이프(13)는 가압펌프(15)에 연결되며, 가압펌프에서 소요의 파이프를 통해서 기액믹서파이프(17)에, 기액믹서파이프(17)에서 T형 파이프에 연결되면서 양분되어 파이프(K)의 양단에 연결되며, 파이프(K)에서 가압수압송파이프(18)가 기포토출실(A)로 연결되어 토출밸브(19)가 부설되며, 가압펌프와 기액믹서파이프(17)사이의 파이프에 에어콤프레셔의 압축공기 압입파이프(16)가 접속된다.The bubble water supply pipe 13 starting from the discharge chamber H is connected to the pressure pump 15, from the pressure pump to the gas-liquid mixer pipe 17, and from the gas-liquid mixer pipe 17 to the T-type. While being connected to the pipe is bisected and connected to both ends of the pipe (K), in the pipe (K), the pressurized water feed pipe (18) is connected to the photo port chamber (A), the discharge valve (19) is installed, the pressurized pump and The compressed air press-fit pipe 16 of the air compressor is connected to the pipe between the gas-liquid mixer pipes 17.
한편, 반응실(4)실에서 출발한 파이프(24)는 가압펌프(15')에 연결되며, 가압펌프에서 소요의 파이프를 통해서 기액믹서파이프(17')에, 기액믹서파이프(17')에서 T형 파이프에 연결되면서 양분되어 파이프(K')의 양단에 연결되며, 파이프(K)에서 가압수압송파이프(18')가 기포토출실(A)로 연결되어 토출밸브(19')가 부설되며, 에어콤프레셔의 압축공기 압입파이프(16')는 가압펌프와 기액믹서파이프(17')사이의 파이프에 접속된다.On the other hand, the pipe 24 starting from the reaction chamber 4 is connected to the pressure pump 15 ', the gas-liquid mixer pipe 17' through the pipe of the required pressure from the pressure pump, the gas-liquid mixer pipe 17 '. Is connected to both ends of the pipe K 'and is connected to both ends of the pipe K'. In the pipe K, the pressurized water pressure supply pipe 18 'is connected to the photo port chamber A so that the discharge valve 19' The compressed air press-fit pipe 16 'of the air compressor is connected to the pipe between the pressurized pump and the gas-liquid mixer pipe 17'.
파이프(26)·(26'), (27)·(27'), (28)·(28')로서 구성된 에어탱크 상부에 기대가 부착되고 상부에 위의 기포발생장치(12)·(12')는 설치된다.A base is attached to the upper part of the air tank configured as pipes 26, 26 ', 27, 27', and 28, 28 ', and the bubble generator 12, 12 is placed thereon. ') Is installed.
반응실(2)에는 폐수 공급펌프(5), 순환펌프(6), PH콘트롤(20), 산성응집제유입파이프가 부설되고, 중화실(3)에는 중화제유입파이프, PH콘트롤(20'), 1차 정화수 유입 펌프(R), 반응실(4)에는 PH콘트롤(20), 기포수공급파이프(24), 토출실(E)로 반응수 유출파이프(25), 산성응집제유입파이프가 부설된다.In the reaction chamber 2, a wastewater supply pump 5, a circulation pump 6, a PH control 20, and an acid coagulant inlet pipe are installed. In the neutralization chamber 3, a neutralizer inlet pipe, a PH control 20 ', In the primary purified water inflow pump (R) and the reaction chamber (4), a reaction water outlet pipe (25) and an acid coagulant inlet pipe are installed in the PH control (20), the bubble water supply pipe (24), and the discharge chamber (E). .
반응실(2), 중화실(3), 반응실(4)에는 블로워펌프(7)로부터 송풍을 위한 파이프가 연결 설치되어 구성된다.In the reaction chamber 2, the neutralization chamber 3, and the reaction chamber 4, pipes for blowing air from the blower pump 7 are connected to each other.
상술한 바와 같이 구성된 실시예의 동작에 대해서 설명한다.The operation of the embodiment configured as described above will be described.
폐수공급펌프(5)의 작동에 의하여 폐원수, 산성응집제공급조(8)에서 응집제가 반응실(2)에 유입되면, PH콘트롤에 의해서 조정된 반응수는 파이프(14)를 통해서 기포토출실(A)에 연속 유입과 동시에 방류실(H)에서 기포수를 공급받은 가압펌프(15)의 작동에 의한 가압수에 압축공기압입파이프(16)로부터 압축공기가 압입되어 기액믹서파이프(17)에서 가압수와 압축공기는 혼합, 가공되어 미크론의 초미세기포를 생성시켜 기포압송파이프(18)를 통해서 기포토출실(A)의 토출밸브(19)에 의해 폐수 중에 토출되면, 미크론의 초미세기포가 발산, 확산되면서 수중의 부유물질을 흡착해서 수면에 부상하여 응집되며, 상등수는 하층으로 분리되고, 응집된 슬러지는 회수통로를 통해서 수거됨으로서 1차 정화는 이루어진다.When the coagulant flows into the reaction chamber 2 from the waste water supply and the acid coagulant supply tank 8 by the operation of the waste water supply pump 5, the reaction water adjusted by the PH control is passed through the pipe 14 through the pipe 14. Compressed air is pressurized from the compressed air inlet pipe 16 into the pressurized water by the operation of the pressurized pump 15 supplied with the bubbled water from the discharge chamber H at the same time as the continuous inflow into (A). Pressurized water and compressed air are mixed and processed to produce micron ultrafine foam, which is discharged into the wastewater by the discharge valve 19 of the gas photo outlet chamber A through the bubble pumping pipe 18, As the bubble diverges and diffuses, the suspended solids in the water are adsorbed and floated on the surface, and the supernatant is separated into the lower layer, and the aggregated sludge is collected through the recovery passage.
이어서 펌프(R)의 작동에 의하여 정화수실(D)의 1차 정화수는 중화실(3)로 이송되어 중화처리된 후, 반응실(4)로 이송되면, 응집제공급조(10)에서 응집제가 공급되고, PH콘트롤에 의해서 조정된 반응수는 공급파이프(25)를 통해서 기포토출실(E)에 연속 유입과 동시에 파이프(24)를 통해서 기포수를 공급받은 가압펌프(15')의 작동에 의한 가압수에, 압축공기압입파이프(16')에서압축공기가 압입되어 기액믹서파이프(17')에서 가압수와 압축공기는 혼합, 가공되어 미크론의 초미세기포를 생성시켜 기포압송파이프(18')를 통해서 기포토출실(E)의 토출밸브(19')에 의해 폐수 중에 토출되면, 미크론의 초미세기포가 발산, 확산되면서 수중의 부유물질을 흡착해서 수면에 부상하여 응집되고, 상등수는 하층으로 분리되며, 응집된 슬러지는 회수통로를 통해서 수거됨으로서 2차 정화는 이루어진다,Subsequently, the primary purified water of the purified water chamber (D) is transferred to the neutralization chamber (3), neutralized by the operation of the pump (R), and then transferred to the reaction chamber (4). The reaction water supplied and adjusted by the PH control is supplied to the operation of the pressure pump 15 'receiving the bubble water through the pipe 24 at the same time as the continuous inflow into the gas outlet chamber E through the supply pipe 25. Compressed air is compressed in the compressed air pressurized pipe 16 ', and pressurized water and compressed air are mixed and processed in the gas-liquid mixer pipe 17' to generate micronized ultra-low-strength bubbles, and the bubble pressure pipe (18) When it is discharged into the wastewater by the discharge valve 19 'of the photo port chamber E through'), the micronized ultra-foam bubbles are diverged and diffused, adsorbing the suspended substances in the water and floating on the water surface to agglomerate. The sludge is collected through a recovery passage Secondary purification takes place,
이 때, 유입 폐원수의 수질의 악화 및 기기의 오작동에 의하여 방류수의 수질이 불량할 경우에는 폐원수 공급펌프(5)는 정지되고, 순환펌프(6)가 작동하여 방류수실(H)의 불량 정화수를 반응실(2))에 유입시킴으로서, 정화처리조(T2), 반응처리조(T1)의 폐수는 순환하면서 재 정화처리되므로 폐수가 고도로 정화되어 방류하게 된다,At this time, when the water quality of the discharged water is poor due to the deterioration of the water quality of the inflowed wastewater and the malfunction of the equipment, the wastewater supply pump 5 is stopped and the circulation pump 6 is operated so that the discharge water chamber H is defective. By introducing the purified water into the reaction chamber 2, the wastewater of the purification tank T2 and the reaction tank T1 is re-purified while circulating, and the wastewater is highly purified and discharged.
본 발명은, 미크론의 초미세기포를 폐수 중에 다량 발산하여 에어휠터 효과를 발생케하여 폐수를 고도로 정화하며, 유입 폐원수의 수질의 악화 및 기기의 오작동에 의하여 방류수가 불량할 경우에는 방류를 중단시키고, 조내에서 재 순환시켜 정화시킴으로서 방류수의 수질을 양호하게 하여 방류시킬수 있으며, 한편 정화공정이 단순화되고, 장치가 소형화되어 좁은 장소에 설치 가능하게 하면서 수처리 비용을 절감하게 한다,The present invention, the micro-microns of microns in the wastewater shed a large amount of water to generate an air filter effect, the wastewater is highly purified, and the discharge is stopped when the discharged water is poor due to deterioration of water quality of the incoming wastewater and malfunction of the equipment. By recirculating and purifying water in the tank, the water quality of the discharged water can be discharged by improving the quality of the discharged water, while the purification process is simplified, and the device can be miniaturized to be installed in a narrow place while reducing the water treatment cost.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019960047040A KR100312199B1 (en) | 1996-10-18 | 1996-10-18 | Circulation method and apparatus for treating wastewater and apparatus therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019960047040A KR100312199B1 (en) | 1996-10-18 | 1996-10-18 | Circulation method and apparatus for treating wastewater and apparatus therefor |
Publications (2)
Publication Number | Publication Date |
---|---|
KR19980028073A true KR19980028073A (en) | 1998-07-15 |
KR100312199B1 KR100312199B1 (en) | 2002-02-28 |
Family
ID=37531212
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1019960047040A KR100312199B1 (en) | 1996-10-18 | 1996-10-18 | Circulation method and apparatus for treating wastewater and apparatus therefor |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100312199B1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100301292B1 (en) * | 1999-06-17 | 2001-09-22 | 이세진 | A sewage and / or wastewater treatment method, and an equipment thereof |
KR100791678B1 (en) * | 2006-05-04 | 2008-01-03 | 손을택 | Waste incineration exhaust treatment apparatus and method |
KR101118290B1 (en) * | 2004-09-17 | 2012-03-20 | 주식회사 포스코 | Apparatus for eliminating oxidized scale and the method of the same |
-
1996
- 1996-10-18 KR KR1019960047040A patent/KR100312199B1/en not_active IP Right Cessation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100301292B1 (en) * | 1999-06-17 | 2001-09-22 | 이세진 | A sewage and / or wastewater treatment method, and an equipment thereof |
KR101118290B1 (en) * | 2004-09-17 | 2012-03-20 | 주식회사 포스코 | Apparatus for eliminating oxidized scale and the method of the same |
KR100791678B1 (en) * | 2006-05-04 | 2008-01-03 | 손을택 | Waste incineration exhaust treatment apparatus and method |
Also Published As
Publication number | Publication date |
---|---|
KR100312199B1 (en) | 2002-02-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5275732A (en) | Combined coarse and fine bubble separation system | |
US5167806A (en) | Gas dissolving and releasing liquid treatment system | |
CA2337975C (en) | Wastewater treatment system | |
KR101491001B1 (en) | Multi stage floatation apparatus | |
KR20160029272A (en) | a simple structured wastewater treatment system using multi step aerating floation method and the wastewater treatment method | |
KR20160032067A (en) | a simple structured wastewater treatment system using multi step aerating floation method and the wastewater treatment method | |
KR100989213B1 (en) | Advanced treatment flotation method by dissolved nano air bubble water that do not need reaction, coagulation, neutralization tank (naf method) | |
KR100671047B1 (en) | Sewage Treatment System | |
KR19980028073A (en) | Circulation wastewater purification device and method | |
KR200390937Y1 (en) | Sewage Treatment System | |
KR200396223Y1 (en) | Dissolved airfloatation system | |
CN113060876A (en) | Air-flotation ultrafiltration treatment system and process for ship tail gas desulfurization washing wastewater | |
Schulz et al. | Designing high concentration ozone contactors for drinking water treatment plants | |
SU996333A1 (en) | Method for flotation purification of water | |
RU2049532C1 (en) | System for freshening water | |
KR20200017200A (en) | Apparatus of Treating Effluent from Water Treatment Plant | |
CN220723874U (en) | Sewage treatment system | |
JP3666617B2 (en) | Septic tank | |
KR20110067182A (en) | Treatment method and apparatus of chlorine ion and hardness in water | |
KR200370993Y1 (en) | An apparatus for making a micro bubble use an ultrasonic generator | |
KR100408552B1 (en) | Pressure water generator of pressurized flotation separator | |
RU75853U1 (en) | SEWAGE TREATMENT DEVICE | |
KR100351111B1 (en) | The water purifier for sea lake swamp and river | |
KR200248136Y1 (en) | Pressure water generator of pressurized flotation separator | |
KR20000049580A (en) | The oil & water sparating system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20091005 Year of fee payment: 9 |
|
LAPS | Lapse due to unpaid annual fee |