KR19980069217A - Activated Magnetization Aggregate Water Purifier - Google Patents

Activated Magnetization Aggregate Water Purifier Download PDF

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KR19980069217A
KR19980069217A KR1019970006163A KR19970006163A KR19980069217A KR 19980069217 A KR19980069217 A KR 19980069217A KR 1019970006163 A KR1019970006163 A KR 1019970006163A KR 19970006163 A KR19970006163 A KR 19970006163A KR 19980069217 A KR19980069217 A KR 19980069217A
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water
decomposition
magnetization
chamber
agglomeration
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KR100232052B1 (en
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최동민
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최동민
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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
    • C02F1/48Treatment of water, waste water, or sewage with magnetic or electric fields
    • C02F1/481Treatment of water, waste water, or sewage with magnetic or electric fields using permanent magnets
    • 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
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/4608Treatment of water, waste water, or sewage by electrochemical methods using electrical discharges

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  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • General Chemical & Material Sciences (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

본 발명은 수중에서 전자운동과 이온교환 작용으로 직접 음이온산소를 생산하여 대기중으로 휘발(방기)없이 오폐수속에 융해시키고 분해자화, 응집자화, 전위조정에 의한 분해, 물질변화응집의 제반응에 상호 상승작용을 일으키게 하므로 오폐수 정화 응집처리, 탈취, 용존산소포화, 큰물분자 구조개선의 효과를 관로상에서 고속으로 이루어지도록 한 장치로서, 오폐수의 진행 관로상에 활성자화응집 정수처리기를 구성장착하여 오폐수에 통과시키도록 하여 이를 이루도록 한 것이다.The present invention produces anion oxygen directly by electron movement and ion exchange in water, melts into wastewater without volatilization (air release) in the atmosphere, and mutually rises in decomposing magnetization, agglomeration, decomposition by potential adjustment, and coagulation of mass change. It is a device to make the effect of waste water purification coagulation treatment, deodorization, dissolved oxygen saturation and structure improvement of large water molecules at high speed in the pipeline. It is to achieve this.

활성자화응집 정수처리기는 활성실, 음전자방전실, 자화분해부, 분해반응실, 양전자방전실, 자화응집부, 응집반응실로 구성하여 이들의 작용현상으로 말미암아 오폐수내에 이온상으로나 융해, 고형분으로 존재하는 오염성분을 산화, 이온교환, 전위조정, 자화, 해리 및 결합 에너지의 이용으로 분해분리후에 오염물질의 물질변화를 이루고 이후 응집처리하고 탈취, PH조정, 용존산소포화, 큰물분자 구조개선 등의 오폐수를 정화처리하는 장치이다.The activated magnetization flocculation water treatment system is composed of active chamber, negative electron discharge chamber, magnetization decomposition section, decomposition reaction chamber, positron discharge chamber, magnetization aggregation section, and agglomeration reaction chamber. Existing pollutants are oxidized, ion exchange, potential adjustment, magnetization, dissociation, and binding energy to make material change of pollutants after decomposition and separation, then coagulate, deodorize, adjust PH, dissolved oxygen saturation, and improve big water molecule structure. Is a device for purifying wastewater.

Description

활성자화응집 정수처리기Activated Magnetization Aggregate Water Purifier

제1도는 본 발명의 측단면도1 is a side cross-sectional view of the present invention.

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

1 : 활성실2 : 분해반응실1: active chamber 2: decomposition reaction chamber

3 : 자화분해부4 : 양극3: magnetolysis part 4: anode

5 : 음극6 : 방전실5 cathode 6 discharge chamber

7 : 흐름유도판8 : 폭기에어스톤7: flow guide plate 8: aeration air stone

10 : 전자투시투명판11 : 자화응집실10: transparent transparent plate 11: magnetization coagulation room

본 발명은 오폐수의 정화를 이루기 위해 수중방전과 수중에서 직접 음이온 및 필요 양이온과 활성산소를 생산 즉시 공급하므로 이온생산과 동시에 수처리 반응이 일어나고 산소생산 즉시 반응이 일어나게 되어 오염성분의 분해와 물질변화 반응이 즉각 일어나게 되며 응집반응속도 역시 신속, 정확, 섬세하게 이루어지게 하여 오폐수를 정화하는 것을 특징으로 한다.In order to purify the waste water, the present invention immediately supplies the anion and the necessary cations and active oxygen directly in the water discharge and in the water, so that the water treatment reaction occurs at the same time as the ion production and the oxygen reaction occurs immediately, resulting in the decomposition of the pollutant and the change of substances. This occurs immediately and the agglomeration reaction rate is also characterized by purifying wastewater to be made quickly, accurately, and delicately.

일반적으로 오폐수 정화라 함은 수중 이온상태, 융해, 고형성분으로 존재하는 오염성분을 분해, 분리, 응집, 수거처리를 말함인데 이를 위해 화학적처리, 물리적처리, 생물학적처리, 전기적처리를 병행하고 있으며 또한 상당한 성과도 올린다고 볼 수 있다.In general, wastewater purification refers to the decomposition, separation, aggregation, and collection of pollutants in the ionic state, melting, and solid components in the water. For this purpose, chemical treatment, physical treatment, biological treatment, and electrical treatment are performed simultaneously. It can be said that the results are significant.

그러나 상당한 오폐수는 물과 오염성분간에 착이온으로 안정화, 원소의 전기음성도 차가 크고 해리 엔달피가 낮은 상태로 매우 안정화된 상태여서 상기 지금까지의 처리기술로는 어느정도 이상은 분해가 불가능한 실정이다.However, a considerable amount of waste water is stabilized with complex ions between water and contaminant, and the state of electronegativity of elements is very high and dissociation is low.

또한 이러한 오폐수는 불활성화되어 있어 분자운동이 극히 둔하고 처리시에 반응속도가 느리므로 용존산소를 늘리기 위해 일반적 폭기기법, PH조정을 위한 시약, 응집을 위한 무기시약, 유기시약, 생물학적처리, 침전, 여과 등등의 물리적 처리시에 높은 성과를 기대할 수가 없는 것이다.In addition, the waste water is inactivated, so the molecular motion is extremely slow and the reaction rate is slow during treatment. Therefore, in order to increase dissolved oxygen, general aeration method, reagent for pH adjustment, inorganic reagent for flocculation, organic reagent, biological treatment, precipitation, High performance cannot be expected in the physical treatment of filtration and the like.

지금까지는 이의 해결을 위해 필요이상의 넓은 면적과 부피의 처리시설, 과다시약, 과다시설로 대응하고 있으나 고비용, 운전의 어려운, 관리의 어려움 등의 댓가에 비하여 처리효율은 현저하게 매우 낮은 수질상태에서 그대로 방류하고 있는 실정이며 처리수를 용수로서 재사용은 더더욱 어려운 실정이다.Up to now, to solve this problem, we have dealt with a large area and volume of treatment facilities, over reagents, and over facilities, but the treatment efficiency is very low in water quality compared to the cost of high cost, difficult operation, and difficult management. The situation is being discharged and reused as treated water is more difficult.

분해분리가 잘 안되고 큰물분자가 불활성분자(2H2O, 4H2O 등) 클러스터 상태에서는 물리적처리의 성과를 크게 기대할 수 없고 이의 성과를 위해 화학적처리시에도 불필요한 시약을 무리하게 하고 있으며 정량시약으로는 효과를 볼 수 없기 때문에 과다시약을 하고있는 실정이다.In case of poor decomposition and large water molecules in the inert molecule (2H 2 O, 4H 2 O, etc.) cluster state, the performance of physical treatment cannot be expected greatly. Because the effect does not see the situation is overdose.

이러한 수처리현상을 수중 잔존잉여약품으로 말미암아 해당처리공정 이후 추가반응이 일어나서 다시 수질오염을 일으키게 되어 미생물처리시 미생물을 폐사시키는 등의 악영향과 방류후에도 오염복원화 현상이 일어나고 있는 심각한 실정이다. 이러한 이유 등등의 원인으로 현재의 오폐수 처리기법으로는 원하는 목표의 수질개선효과를 얻을 수가 없음은 물론 미처리수를 방류함으로 지하수, 하천수를 오염시키는 악순환을 초래하고 있는 실정이다.Due to the residual surplus chemicals in the water treatment, additional reactions occur after the corresponding treatment process, causing water pollution again, and the adverse effects such as killing microorganisms during microbial treatment and pollution restoration after discharge. For this reason, the current wastewater treatment technique cannot achieve the desired water quality improvement effect, and also causes a vicious cycle of polluting the groundwater and the riverwater by releasing untreated water.

또한 화학적처리시 과다시약이나 불필요시약은 발생오니를 몇배이상 발생시키고 냄새 등등 2차공해를 일으키고 있어 실로 심각한 실정이다.In addition, excessive reagents or unnecessary reagents during chemical treatment generate many times more sludge and cause secondary pollution such as odor.

이에 정확하고 원하는 수질을 만들기 위해서는 수처리시에 각종 처리방법이 정확한 목표를 이룰 수 있고 화학적처리방법의 경우 처리내용이 줄어들어 단순화할 수 있고 추후 반응이 일어나지 않으며 필요시에만 정량시약으로 충분한 반응을 얻을 수 있어야 한다.Therefore, in order to create accurate and desired water quality, various treatment methods can achieve the exact goal during water treatment, and in the case of chemical treatment method, treatment contents can be reduced and simplified, and further reaction does not occur, and sufficient reaction can be obtained with a quantitative reagent only when necessary. Should be

특히 생물학적처리는 그 부피면적이 상당히 축소되어도 처리가 용이하여야 하고 처리를 위한 유입수가 미생물에 유해한 성분이 없어야 하겠다.In particular, biological treatment should be easy to handle even if the volume area is considerably reduced, and the influent for treatment should be free of harmful components to microorganisms.

이러한 목표를 이루기 위해서는 오폐수의 수질상태를 각처리 방법이 적용될 때 정확한 반응성과를 얻을 수 있도록 큰물분자 구조개선, 분자운동의 활성화, 이온상태나 융해상태의 오염성분이 화학적처리 없이 분해되고 원상복원 이전 물질변화를 통해 그룹별 집체화가 이룰 수 있는 각처리 방법에 앞선 전처리방법과 오염성분 함량이 극히 적은(각 30PPM이하) 처리수까지 신속히 정화할 수 있는 방법을 절대적으로 요구하고 있는 실정이다.To achieve this goal, large water molecule structure improvement, activation of molecular motion, pollutants in ionic or molten state are decomposed without chemical treatment, and reconstructed to obtain accurate reactivity when each treatment method is applied to the water quality of wastewater. There is an absolute demand for a pretreatment method prior to each treatment method that can be achieved by group change through material change, and a method for rapidly purifying water with extremely low pollutant content (less than 30PPM each).

또한 지금까지는 산소의 생산을 외부에서 하여 수중에 폭기하므로 용존산소를 증가시키도록 하였으나 이는 안정화된 오폐수의 특성으로 반응속도가 매우 느리고 폭기되는 산소나 공기는 존재물질중 밀도가 가장 낮은고로 수중 폭기 즉시 부상하여 대기중으로 날아가므로 상대적으로 반응시간이 짧아 더욱이 필요이상의 많은 산소 공기를 요구하며 동시 다발적으로 넓은 범위에서 고른 폭기를 과다하게 하여야 겨우 효과를 얻을 수 있는 실정이다.In addition, until now, the production of oxygen from the outside aerated in the water to increase dissolved oxygen, but this is a characteristic of stabilized wastewater, the reaction rate is very slow and the aeration of oxygen or air is the lowest density among the existing materials, so immediately As it floats and flies to the atmosphere, the reaction time is relatively short, and it requires much more oxygen air than necessary, and at the same time, the effect can be obtained only if the aeration is excessively made in a wide range at the same time.

특히 공기를 폭기하는 경우에 대기공해가 심한 지역에서의 폭기는 오염된 공기를 사용함으로 실효를 거두기가 더더욱 어렵고 수질을 더 악하게 할 수도 있는 것이다.In particular, in the case of aeration of air, aeration in areas with high air pollution may be more difficult to make effective by using contaminated air and worsen water quality.

이에 본 발명은 하전조정과 이온교환에 의한 분해집합, 자화작용에 의해 인입공기를 정화변화시키어 오폐수속에서 활성음이온산소군을 생산하고 동시에 수중 융해시킴으로 이온상태나 융해상태의 오염성분을 자화시켜 수처리가 용이하게 함은 물론 인입되어 정화된 공기나 생산된 산소는 부상하여 대기속으로 휘발 포함됨으로 인한 효과반감현상을 없애기 위해 물과 회석되어 적정길이의 본 기기내 관로를 따라 같이 흐르게 함으로 산화, 용존산소포화, 물질변화, 정화살균 등등의 반응효과를 극대화시키도록 하였다.Accordingly, the present invention purifies and changes the incoming air by the decomposition set by the charge adjustment, ion exchange, and magnetization to produce active anion oxygen groups in the wastewater and simultaneously melt the water in the ionic or molten state by magnetizing the contaminated components in water. Oxidation and Dissolution by Easily and Efficiently Induced and Purified Air or Oxygen Produced by Floating with Water Maximized the reaction effect of oxygen saturation, mass change, purifying sterilization, etc.

정화된 공기와 생산된 활성음이온 생산공기가 오폐수와 섞이어 본 발명기기 내부로 흐르는 중 활성 음이온산소 공기가 물에서 분리되어 상층에 고여 흐름을 방지하여 재회석하고 수중에 고전압의 전기에 의한 전자를 직접 방전시키어 하전조정에 의한 원소의 전기음성도차를 없애므로 분해분리를 하고 방전된 음전자와 일부의 양전자가 중성자와 결합하여 음이온, 양이온화 되어 수중 이온교환으로 분해된 오염성분이 신속히 물질변화를 일으키고 하전조정을 통해 물질변화가 이루어져 재이온화나 융해형태의 오염복원화가 안되는 오염성분을 응집시키는 효율을 증대키 위해 또한 합리적이고 효과적이며 효율적인 방전을 위해 상하 평면을 축소시켜 방전실을 구성하였다.Purified air and the produced active anion production air are mixed with waste water, and the active anionic oxygen air is separated from the water while flowing into the present equipment. Direct discharging eliminates the electronegativity difference of the elements by adjusting the charge, so it is decomposed and separated, and the discharged negative electrons and some positrons are combined with neutrons. In order to increase the efficiency of agglomeration of pollutants that cannot be re-ionized or melted in the form of pollution by adjusting the charges, the discharge chamber was formed by reducing the top and bottom planes for a reasonable, effective and efficient discharge.

넓은 면적을 통과하며 상층부에 공기부상올림 현상이 좁은 공간을 통과하면서 공기와 물은 와류되며 재회석된다. 이때 고전압에서 와류에 의해 재회석되는 물은 다량의 전자를 방전하며 원소간 전기음성도 차를 줄이는 전하조정으로 와류와 상호 상승작용으로 오염성분 분해가 이루어지고 일부의 방전되는 전자는 회석공기중의 중성자와 결합하여 이온교환을 이루며 분해된 오염성분을 물질변화시켜 재오염을 방지하게 되며 일부의 공기는 이온작용으로 다시 산소를 생산하여 산화, 활성화, PH조정등의 반응을 일으키게 되는 것이다.Air and water are vortexed and re-diluted as they pass through a large area and the air rises through a narrow space in the upper layer. At this time, the water re-diluted by the vortex at high voltage discharges a large amount of electrons and the charge adjustment reduces the difference of electronegativity between elements. It combines with neutrons to form ion exchange and prevents re-contamination by changing the decomposed pollutants, and some of the air produces oxygen again by ionic action, causing oxidation, activation, and pH adjustment.

좁은 공간을 통과하여 넓은 공간에 유입되는 공기와 회석된 물은 N극 대칭 자장대를 통과하며 큰물분자는 작은 물분자(2H2O, H2O) 형태로 분해된 후 큰물분자(6H2O)로 구조개선되어 활성화되고 물분자 와해중에 분자 내부에 존재하는 극히 작은 오염성분까지 자연 분해되어 산소와 이온작용으로 다시 물질변화되어 수처리가 용이한 조건이 되게 한다.Air and dilute water flowing through the narrow space pass through the N pole symmetric magnetic field and large water molecules are decomposed into small water molecules (2H 2 O, H 2 O) and then large water molecules (6H 2 O). It is activated by structural improvement and naturally decomposes even the smallest contaminants present inside the molecule during the breakdown of water molecules.

이 과정중 내면 전위(전하)가 분해과정으로 표면전위로 나타나고 다시 방전되는 음전자와 음이온의 영향으로 표면 전위값은 음전하를 이루면서 공기는 상층부에 집합되면서 물과 공기는 다시 방전실의 좁은 공간을 통과하며 방전되는 양전자와 음이온산소에 의해 결합 엔달피가 높아지고 전기음성도 차가 낮아지며 이온결합에 의해 분해된 오염성분은 응집되면서 응집자화실로 유입되어 N : S 자장대에 의해 자화되어 섬세하고 정확한 응집이 되고 용존산소가 지속적으로 생산되면서 대기 휘발이 없이 즉시 수중 융해되어 용존산소포화, 산화, 물질변화의 반응을 적은 산소공기로도 고속, 고효율의 성과를 얻게 되고 큰물분자 구조개선, 자정능력의 부활, 탈취, 살균, 이온 융해상태 및 고형분 오염성분을 분해관리→물질변화→응집→침전의 오폐수 정화처리를 고성능, 고효율로 매우 경제적으로 이루어지게 되는 것이다.During this process, internal potential (charge) appears as surface potential by decomposition process, and the surface potential value becomes negative charge under the influence of negative electrons and negative ions that are discharged again. Coupling and dissipation are increased by positrons and anionic oxygen passing through, and the difference in electronegativity is lowered. Contaminants decomposed by ionic bonds are agglomerated into the coagulation magnetization chamber and magnetized by the N: S magnetic field band to produce fine and accurate coagulation. As the dissolved oxygen is continuously produced, it melts in the water immediately without volatilization of the atmosphere, and it achieves high-speed and high-efficiency performance even with oxygen air that has little reaction of dissolved oxygen saturation, oxidation, and material change. Deodorization, sterilization, ionic melting and solid contaminant decomposition management → material change → aggregation → sedimentation A treatment with a high-performance, high-efficiency will be be made very economically.

이에 첨부도면에 의해 본 발명을 상세히 기술하여 보면 다음과 같다.The present invention will be described in detail with reference to the accompanying drawings.

입수부를 통해 입수되는 오폐수는 활성실(1)에서 폭기에어스톤(8)에서 폭기되는 공기와 회석되며 공기의 부상현상에 의해 와류를 일으키며 활성화된다. 이때 방전실에 방전되는 음전자는 활성실(1)에도 방전되어 오폐수와 회석된 공기중 중성자와 결합, 음이온을 생산하고 생산된 음이온은 공기중에서 이온작용에 의한 화학적 분해집합으로 산소를 생산하고 즉시 수중 융해시키게 되므로 산화 및 활성화된다.The waste water obtained through the inlet part is reacted with the air aerated in the aeration gas 8 in the active chamber 1 and is activated by causing vortex due to the air floating phenomenon. At this time, the negative electrons discharged in the discharge chamber are discharged in the active chamber (1) to produce ions and ions combined with neutrons in waste water and distilled air, and the produced anions produce oxygen by chemical decomposition set by ion action in the air and immediately As it melts in water, it is oxidized and activated.

활성실(1)에서 방전실(6)에 유입되면서 좁은 공간으로 급히 유입 통과하게 되므로 와류를 일으키며 물과 활성 음이온산소 공기는 고르게 일정 압력부하를 받으며 회석되기에 수중 산소 융해속도가 빠르게 진행되며 이온작용에 의한 분해와 오염성분의 물질변화가 일어나는 중에 고전압의 전기에서 양극(4), 음극(5)을 통해 방전되는 음전자를 집중적으로 받게되어 음전하쪽의 전위조정으로 급속한 분해가 진행되고 음전자 작용으로 음이온산소군이 생산되 분해운동을 상승시키며 분해반응실(2)로 유입되며 흐름유도판(7)에 의해 퍼지며 분해반응실(2)의 4면에 N극 : N극 대칭 영구자석(3a), N극 자장대가 형성된 자화분해부(3)를 통과하며 자화되 분해가 가속 완료된다.As it enters the discharge chamber 6 from the active chamber 1 and rapidly passes through the narrow space, it causes vortices and the water and the active anionic oxygen air are subjected to a constant pressure load and are distilled, so that the rate of oxygen melting in the water proceeds rapidly. During the decomposition due to the action and the change of the pollutant substance, the negative electrons discharged through the positive electrode 4 and the negative electrode 5 are concentrated in the high voltage electricity, and the rapid decomposition is performed by the potential adjustment on the negative charge side. Anion oxygen groups are produced by the action to increase the decomposition movement, flow into the decomposition reaction chamber (2) and spread through the flow induction plate (7) and on the four sides of the decomposition reaction chamber (2) N pole: N pole symmetric permanent magnet ( 3a), the magnetization passes through the magnetization decomposition unit 3 in which the N pole magnetic field band is formed, and the decomposition is accelerated.

이때 수중에 퍼져있는 음이온산소공기 기포는 분해반응이 더욱 쉽게 일어나게 하며 분해된 오염성분은 이온작용과 산소군에 의한 물질변화가 이루어지며 표면전위값이 음전하를 나타내며 방전실(6)에 유입되어 전자투시투명판(10)을 통해 방전되는 양전자를 집중적으로 받게되어 오염성분의 반응이 대대적으로 일어나며 흐름유도판(7)에 의해 넓게 퍼져 흐르며 자석지지벽(11b)에 N극 : S극 대칭으로 장착된 영구자석(11a)에 의해 조성, N, S 자장대의 자화응집실(11)을 통과하며 자화되어 응집 상승작용으로 응집침전하게 되어 오폐수가 정화 처리되는 오폐수 정화처리장치.At this time, the anion oxygen air bubbles spread in the water make the decomposition reaction more easily. The decomposed pollutants undergo ionic action and material change by oxygen group, and the surface potential shows negative charge and flows into the discharge chamber (6). The positrons discharged through the transparent glass plate 10 are concentrated, and the reaction of the pollutants occurs in a large manner, and is widely spread by the flow induction plate 7 and is mounted on the magnet support wall 11b symmetrically with the N pole: S pole. The wastewater purification apparatus of the composition, N, S magnetic field passing through the magnetization agglomeration chamber (11) of the magnetized to become agglomerated sedimentation by the coagulation synergism, the waste water is purified by the permanent magnet (11a).

Claims (1)

정화를 위해 진행중인 오폐수를 관로상에 본 발명기기의 활성실(1)에 유입시키고 폭기에어스톤(8)을 통해 폭기하고 공기와 오폐수를 혼합시키고 방전실(6)에서 방전자를 수중 기포속에서 반응시켜 활성 음이온을 생산하고 대기중으로 빠른 휘발없이 즉시 수중 융해시켜 오염성분의 산화, 용존산소를 증가시키고 좁은 방전실(6)을 통과시키며 전위조정에 의한 분해, 생산된 이온작용에 의한 물질변화, 와류현상을 일으키며 물과 음이온산소공기를 재혼합하며 PH조정, 탈취를 이루고 분해반응실(2)로 유입시키어 N극 자장대의 자화분해부(3)에서 분자간 응집력와해로 큰물분자 구조개선, 분해분리성분의 물질변화, 음전하쪽으로 전위조정을 하고 다음 방전실(6)에서 양전자를 방전하므로 전하조정에 의한 응집, 이온교환에 의한 응집을 이루며 응집반응실(2a)에 구성한 N, S 자장대를 조성하는 자화응집부(11)에서 자화되어 응집시켜 오폐수를 정화, 탈취, 용존산소포화, 큰물분자 구조개선을 이루는 활성자화 응집 정수처리기.The waste water in progress for purification is introduced into the active chamber (1) of the present invention on the pipeline, aerated through the aeration stone (8), mixed air and waste water and discharged in the discharge chamber (6) in the water bubble Reaction to produce active anions and immediately melt in water without rapid volatilization into the atmosphere to increase oxidation of dissolved components, dissolved oxygen, pass through narrow discharge chamber (6), decomposition by potential adjustment, change of material by produced ions, Vortex phenomena, remixing water and anionic oxygen air, adjusting PH, deodorizing, flowing into decomposition reaction chamber (2), and improving large water molecule structure and decomposition by intermolecular cohesion The material change of components, the potential adjustment toward the negative charge, and discharging the positrons in the next discharge chamber (6), thereby agglomeration by charge adjustment and agglomeration by ion exchange, and coagulation reaction chamber (2a). Configured, N, S characters are magnetized in the magnetization agglomeration unit 11 that creates a pole by the active magnetic aggregation integer processor constituting the purifying, deodorant, improving the dissolved oxygen saturation, spate molecular structure of the waste water coagulation.
KR1019970006163A 1997-02-27 1997-02-27 Apparatus for treating waste water by magnetic fields KR100232052B1 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000012682A (en) * 1999-12-14 2000-03-06 김경미 Active air generator
KR20000067061A (en) * 1999-04-22 2000-11-15 신동국 Wastewater purification system
WO2004033379A1 (en) * 2002-10-09 2004-04-22 Jong Yoon Jang System for producing magnetization improved water to create a negative ion oxygen
KR101066547B1 (en) * 2010-09-03 2011-09-21 정호영 A apparatus to water quality mangement by using a pressure floatation method
KR101105358B1 (en) * 2010-09-03 2012-01-16 정호영 A way to water quality mangement by using a pressure floatation method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101200576B1 (en) 2010-03-30 2012-11-13 장준호 The method for hydro-deodorization of liquid for permanent wave and the equipments thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000067061A (en) * 1999-04-22 2000-11-15 신동국 Wastewater purification system
KR20000012682A (en) * 1999-12-14 2000-03-06 김경미 Active air generator
WO2004033379A1 (en) * 2002-10-09 2004-04-22 Jong Yoon Jang System for producing magnetization improved water to create a negative ion oxygen
KR101066547B1 (en) * 2010-09-03 2011-09-21 정호영 A apparatus to water quality mangement by using a pressure floatation method
KR101105358B1 (en) * 2010-09-03 2012-01-16 정호영 A way to water quality mangement by using a pressure floatation method

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