KR20070072840A - Advanced Water Treatment Facility - Google Patents

Advanced Water Treatment Facility Download PDF

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KR20070072840A
KR20070072840A KR20070055786A KR20070055786A KR20070072840A KR 20070072840 A KR20070072840 A KR 20070072840A KR 20070055786 A KR20070055786 A KR 20070055786A KR 20070055786 A KR20070055786 A KR 20070055786A KR 20070072840 A KR20070072840 A KR 20070072840A
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water
tank
micro
treated
treatment
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KR20070055786A
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Korean (ko)
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권선환
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권선환
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/20Activated sludge processes using diffusers
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/20Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

An apparatus for advanced treatment of wastewater which can eliminate contamination causing materials economically and efficiently, can assure safe quality of water, and can reduce secondary treatment and contamination depending on the post-treatment of sludge fundamentally and substantially is provided. An apparatus for advanced treatment of wastewater comprises: a micro-bubble tank(8) into which water to be treated of excretions or wastewater flows to maximally oxidize the water to be treated by micro-bubbles; an anaerobic tank(5) for promoting oxidation of organic matters contained in non-oxidized water to be treated by anaerobic bacteria; aeration tanks(11,6,7) which are comprised of a plurality of chambers, and in which contact filter media for reinforcing the function of microbial activity are filled in the respective chambers, wherein the water to be treated vertically passes through the respective chambers to contact the water to be treated with the filter media; a blower for blowing air that generates micro-bubbles to the mixing pump; a mixing pump for mixing tap water with sterilized water discharged from a sterilizing tank(9) and applying a water pressure to the micro-bubble generator; a micro-bubble generator installed on a pipe to generate micro-bubbles; and an anaerobic settling tank(10) installed between the micro-bubble tank and the aeration tanks.

Description

고도수처리시설{omitted}Advanced Water Treatment Facility {omitted}

도 1은 본 발명에 따른 정화조 등의 고도의 수처리방법을 설명하기 위해 도시한 도면이다.1 is a view illustrating a high water treatment method of a septic tank according to the present invention.

<도면의 주요 부분에 대한 부호의 설명><Description of the code | symbol about the principal part of drawing>

① : 건축물,화장실 ② : 유입관①: Building, toilet ②: Inlet pipe

③ : 침전분리조④ : 유량조정조③: Sedimentation Separation Tank ④: Flow Adjustment Tank

⑤ : 혐기조 ⑪ : 1폭기조⑤: anaerobic tank ⑪: 1 aeration tank

⑥ : 2폭기조⑦ : 3폭기조⑥: 2 aeration tank ⑦: 3 aeration tank

⑧ : 미세기포조 ⑨ : 살균 소독방류조⑧: Microbubble tank ⑨: Sterilization disinfection tank

⑩: 침전혐기조 ⓐ : 맨홀⑩: sedimentation anaerobic tank ⓐ: manhole

ⓑ : 보호관 ⓒ : 접촉여재실Ⓑ: Sheriff ⓒ: Contact Center

ⓓ : 역세관 ⓔ : 폭기관Ⓓ: Customs Customs ⓔ: Bomber

ⓕ : 받침대 ⓖ : 반송관 ⓗ : 미세기포장치Ⓕ: base ⓖ: conveying tube ⓗ: microbubble device

본 발명은 하수 및 축산폐수등 고도의 수처리방법에 관한 것으로서, 보다 상 세하게는 수처리시설 등에서 행하는 산소폭기를 교반의 중요성으로 두었으며 하부에 적체되는 슬러지를 폭기의 방법으로 상부로 교반시키고 교반에 의한 유기물 및 SS와 인등이 교반되어 고정상의 미생물 접촉여재에 제공되며 폭기조 및 여재의 표면적이 큰만큼 미생물 생식의 활성화를 극대화하여 오염의 원인물질을 생물들에 의해 분해 제거하는 처리방법으로서 포기조에 교반 및 산소제공과 미세기포 발생기를 추가 설치하여 접촉시간을 길게 하는 방법으로 포기조의 단계에서 최대한의 오염원을 분해 제거하게 하였으며 즉, 쉽게 부상하지 않는 미세기포로 처리함으로써, 처리 대상수와 산소와의 접촉면적 및 접촉시간을 길게하여 산화 촉진을 증가시킬 수 있는 고도 수처리방법에 관한 것이다.The present invention relates to a high water treatment method, such as sewage and livestock wastewater, more specifically, the oxygen aeration performed in the water treatment facility, etc. as the importance of agitation, and the sludge accumulated in the lower part is stirred by the method of aeration to the top and stirred Organic materials and SS and phosphorus are stirred and provided to the contact medium of the fixed phase microorganism, and the aeration tank and the surface area of the media are large, maximizing the activation of microbial reproduction, and thus causing a process to decompose and remove the contaminants by living organisms. And by providing additional oxygen generator and microbubble generator, the maximum contact time is decomposed and removed at the stage of aeration tank, that is, by treating with microbubbles that are not easily floated, the area of contact between water and oxygen to be treated. And altitude numbers that can increase oxidation time by lengthening contact time It relates to the way Lee.

또한, 포기조내에 산소만을 제공하는 폭기방식이 고정상의 미생물 접촉 여재에 적체되는 슬러지와 사상균을 세척하여 침전조로 재반송하는 방식으로 오염원인 물질을 분해 제거하는 방식이며 10∼3ppm의 수준이상으로 수질을 정화하고, 살균처리하여 재사용할 수 있는 시설의 고도 수처리방법에 관한 것이다.In addition, the aeration method that provides only oxygen in the aeration tank is a method that decomposes and removes the contaminant material by washing sludge and filamentous bacteria accumulated in the fixed-phase microorganism contact medium and transporting it back to the settling tank. It relates to a high water treatment method of a facility that can be purified, sterilized and reused.

통상, 호기성 미생물 처리에 의존하면서 원인물질을 제거함에 효율성이 낮았으며 결국 추가시설에 의한 처리방식에서 유지관리비가 과대해지는 현실의 문제점을 혐기성 처리 방법을 접목하여 효율을 극대화하였으며 혐기성처리의 어려움은 온도와 조건의 어려움도 존재하지만 혐기성 박테리아를 활성화하면 그 기능은 기존의 처리법에 비해 효과적으로 원인물질을 소화 분해할 수 있으며 유입수의 혐기조에 체류시간이 무엇보다 중요하다고 할 수 있다.In general, the efficiency of eliminating the causative substances while relying on aerobic microbial treatment was low, and the efficiency of the anaerobic treatment was maximized by applying the anaerobic treatment method to the problem of excessive maintenance costs in the treatment method by additional facilities. Although there are difficulties in terms of conditions and conditions, activation of anaerobic bacteria can effectively digest and decompose causative agents compared to conventional treatments, and the residence time is important in the anaerobic tank of influent.

그래서, 본 시스템은 오염의 원인물질을 근본적으로 생물반응에 의하여 분해 제거하기 때문에 기존의 시설에 비해 많은 문제의 해결을 할 수 있는 것이다.Therefore, this system can solve many problems compared to existing facilities because the system basically decomposes and removes the pollutant by biological reaction.

이러한 상황에서 경제적이고 효율적으로 오염의 원인물질이 제거되고 안전한 수질을 보장할 수 있으며 슬러지의 후처리에 의존한 제2의 처리 및 오염을 근본적으로 현저히 줄일 수 있는 중요한 기술이라 할 수 있다.In such a situation, it is an important technology that can economically and efficiently remove pollutants, ensure safe water quality, and fundamentally significantly reduce secondary treatment and pollution depending on the post-treatment of sludge.

본 발명은 상기한 바와 같은 종래의 많은 문제점을 해결하기 위한 연구 개발이라 할 수 있다.The present invention may be referred to as research and development for solving many of the conventional problems as described above.

즉, 가정이나 화장실 등으로부터의 배출되는 하수 및 오수와 분뇨 등에 미세 기포를 효율적으로 제공하고 처리 대상수 속에 있는 유기물등의 원인물질을 분해 소화하며, 호기성 박테리아에 의한 분해조에서의 처리 효율을 극대화 하고 고효율의 정화 시설 및 설비를 실용화하는 것이다.That is, it effectively provides micro bubbles to sewage, sewage, and manure discharged from homes and toilets, decomposes and digests the causative substances such as organic substances in the water to be treated, and maximizes the treatment efficiency in the decomposition tank by aerobic bacteria. And practical use of highly efficient purification facilities and equipment.

또한 본 발명은 폭기조의 공간을 최대한의 미생물을 활성하는 공간으로 현실화하였으며 미생물의 활성화에 따른 유기물의 제공이 효율적으로 이루어 질 수 있도록 교반의 설비를 접목하여 사상균 발생을 최소화하게 하였으며 유기물이 분해 제거 되기까지의 호기성과 혐기성 박테리아를 활성화함에 중점을 두어 미세한 입자의 인과 기타의 원인물질은 미세기포장치와 접촉여재에 의해 분리 분해하여 재처리되도록 설비한 실용적인 수처리 시설을 현실화한 것이다.In addition, the present invention realized the space of the aeration tank as the space for activating the maximum microorganisms and by minimizing the occurrence of filamentous fungi by incorporating the equipment of agitation so that the organic matter can be efficiently provided according to the activation of the microorganisms and the organic matters are decomposed and removed. With the emphasis on activating aerobic and anaerobic bacteria, the fine particles of phosphorus and other causative agents are realized as practical water treatment facilities equipped to separate and reprocess by microbubbles and contact media.

상기와 같은 목적을 달성하기 위한 것으로, 본 발명은 다음과 같은 특징을 갖고있다.In order to achieve the above object, the present invention has the following features.

첫째로, 폭기조에 미세기포장치(ⓗ)를 제공 접촉시켜 처리 대상수중의 유기물을 100%에 가깝게 산화 촉진시킴으로써 그 후에 마련하는 호기성 박테리아에 의한 분해조에서의 처리시간을 대폭 감소시킨다.First, a microbubble device (ⓗ) is provided and brought into contact with the aeration tank to oxidize and promote the organic matter in the water to be treated close to 100%, thereby greatly reducing the processing time in the decomposition tank by aerobic bacteria provided thereafter.

둘째로, 고농도의 오존을 공급할 뿐만 아니라, 오존기포를 공급하는 것에 의해 특별하게 처리대상수와의 접촉면적 및 접촉시간이 증대되게 되며, 선진사례와 비교하여 보다 적은 오존량의 투입과 처리대상수의 수질정화, 유해물질의 분해 등의 효율 극대화 목적이 달성된다. 미세기포 장치(ⓗ)는 거의 장소를 차지하지 않는 배관 설치형이며 장치의 실용화를 실현할 수 있다.Second, in addition to supplying high concentrations of ozone, the supply of ozone bubbles increases the contact area and the contact time with the water to be treated in particular. The purpose of maximizing efficiency such as water purification and decomposition of harmful substances is achieved. The microbubble device ⓗ is a piping installation type that takes up almost no place, and the device can be put to practical use.

셋째로, 고정상 미생물 접촉여재가 기존에 응용하던 방법은 있으나 가동의 비효율성에 대한 대응력이 부족하고 적체 슬러지의 문제를 해결하지 못하여 시간이 지날수록 수질이 악화되는 것을 본 발명에서는 역세척관(ⓓ)을 두어 보완하였으며 미생물 접촉여재의 표면적을 늘리기 위한 구조와 적체 슬러지를 세척하기에 용이한 세로형 줄을 두어 소량의 산소에서 세척될 수 있도록 하였다.Third, the fixed bed microorganism contact medium has been applied in the existing method, but the lack of a response to the inefficiency of the operation and the water quality deteriorates over time due to the problem of the accumulated sludge does not solve the problem in the back washing tube (ⓓ ), And the structure to increase the surface area of the microbial contact medium and the vertical strip which is easy to clean the accumulated sludge can be cleaned in a small amount of oxygen.

넷째로, 본 발명에 의해 고도처리 된 처리 대상수는 최상등 수준 이상으로 정화되기 위한 살균처리장치를 설치하였으며 수질에 잔류한 탁도와 냄새를 없애기 위하여 기존의 약품방식이 아닌 오존을 이용하여 최종 살균처리 하였으며 정화된 처리수는 화장실 및 기타의 농업 용수등 유용하게 이용할 수 있게 하였다.Fourth, the treatment target water highly treated by the present invention was installed a sterilization treatment device to be purified to the highest level or more and the final sterilization using ozone rather than the conventional chemical method to remove turbidity and odor remaining in the water quality Treated and purified water is useful for toilets and other agricultural water.

이하, 본 발명의 바람직한 실시형태를 첨부도면에 따라 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, preferred embodiment of this invention is described according to an accompanying drawing.

먼저, 미세기포조(19)는 분뇨나 잡배수 등의 처리 대상수를 유입시켜 미세기포에 의해서 최대한 산화시키는 것이며, 혐기조는 미세기포조(⑧)에서 완전히 산화 되지 않은 처리 대상수중의 유기물을 혐기성 박테리아에 의해 산화 촉진시키는 것이다. 상기 폭기조(⑥⑦⑪)의 내부구조는 경계판에 의한 복수개의 격벽을 마련한 다수개의 실로 이루어지고, 각 실에 박테리아가 적합한 거처를 제공하기 위한 미생물 활성의 기능을 강화하는 접촉 여재를 채우고 처리수 여재에 접촉하도록 각 실을 상하로 통과시키도록 하여 놓는다.First, the micro-bubble tank 19 is to infiltrate the water to be treated, such as manure or mixed wastewater, to oxidize as much as possible by the micro-bubble, anaerobic tank is a micro-bubble tank (⑧) by the anaerobic bacteria to the organic material in the water to be treated is not completely oxidized It is to promote oxidation. The inner structure of the aeration tank (⑥⑦⑪) is composed of a plurality of threads provided with a plurality of partition walls by a boundary plate, and fills the contact media to enhance the function of microbial activity to provide a suitable living place for bacteria in each chamber and to the treated water media Each thread is passed up and down to make contact.

상기 미세기포조(⑧)의 전방에는 고분자인 고형분을 저분자로 가수분해시키는 조를 설치할 수 있다.In front of the micro-bubble tank (8), a tank for hydrolyzing the solid content of the polymer into low molecules may be provided.

브로아는 미세기포를 발생시키기 위한 공기를 혼합펌프에 보내는 것이며, 상기 혼합펌프는 미세기포를 발생시키기 위해서 수돗물 등과 최종처리가 완료된 살균 처리조(⑨)로부터 보내온 물을 혼합함과 동시에 미세기포 발생장치(ⓗ)에 수압을 가하는 것이다.The broa sends air for generating microbubbles to the mixing pump, and the mixing pump mixes the water from the sterilization tank (⑨) with the final treatment to generate the microbubbles, and at the same time, the microbubble generating device. The pressure is applied to (ⓗ).

상기 미세기포 발생장치(ⓗ)는 배관에 설치하는 미세한 기포를 발생시키는 것이며, 급수관은 미세기포조(⑧)로 유입된 처리 대상수가 살균 처리조(⑨)로 최종 처리되어 급수할 수 있게 되기까지 수돗물 또는 공업용수 등을 공급한다.The microbubble generating device (ⓗ) is to generate a fine bubble to be installed in the pipe, the water supply pipe tap water until the treated water flowed into the microbubble tank (⑧) is finally treated by the sterilization treatment tank (⑨) to supply water Or industrial water.

혐기 침전조(⑩)는 폭기조(⑥⑦⑪)의 앞과 미세기포조(⑧) 뒤에 설치하며, 이는 처리 대상수의 환경 기준치를 넘는 질소나 인 제거할 수 있다.The anaerobic sedimentation tank (⑩) is installed in front of the aeration tank (⑥⑦⑪) and behind the microbubble tank (⑧), which can remove nitrogen or phosphorus above the environmental standard of the water to be treated.

또한, 여기서, 미세기포 발생장치(ⓗ)는 원통형의 내부에 회전하면서 그 하면에 다수개의 천공된 망에서 형성되어져 있는 회전판의 회전을 통해 미세기포를 발생하는 장치이다.In addition, the micro-bubble generating device (ⓗ) is a device for generating micro-bubbles through the rotation of the rotating plate is formed in a plurality of perforated nets on the lower surface while rotating inside the cylindrical.

살균 처리조(⑨)는 오존과 접촉시킨 처리 대상수를 일정시간 체류시켜 오존 의 강산화작용, 유해물질 분해작용, 소취작용 및 표백작용 등을 보다 확실하게 함과 함께 대상수중에 일정한 농도로 용해되어 있는 오존을 분해시킨다.The sterilization tank (⑨) maintains the water to be treated in contact with ozone for a certain period of time, which makes it possible to make ozone stronger, decompose harmful substances, deodorize and bleach, and to dissolve it in a constant concentration in the water. Decompose the ozone.

여기서, 처리조내에서 호기성과 혐기성 박테리아가 오염의 원인이 되는 물질을 분해 제거하게 되는 가장 적정한 조건의 여재와 미세기포를 시스템에 적용한 것이며 처리되지 않은 유기물을 재반송하여 끝내 분해하는 설비구조와 하부의 폭기 방식에서 슬러지가 적체됨을 방지하여 접촉여재에 유기물질을 반복적 교반 제공하여 박테리아의 생성 및 생식 기능을 원활하게 하는 시스템이다.Here, the most appropriate conditions of media and micro-bubble, in which the aerobic and anaerobic bacteria decompose and remove the contaminants in the treatment tank, are applied to the system. It is a system that prevents sludge from accumulating in aeration method and provides agitation of organic materials to contact media to facilitate bacteria production and reproduction.

이상에서 상세하게 설명한 바와같이, 본 발명은 정화조 등에 있어서 처리 대상수와의 접촉면적 및 접촉시간이 미세기포에 의한 산소 폭기를 행함으로써, 단시간내에 수중의 유기물을 극한까지 접촉산화 분해시키는 것이 가능하기 때문에, 고효율화에 의한 설비의 실용화를 실현할 수 있다.As described in detail above, in the present invention, the contact area and the contact time with the water to be treated in the septic tank or the like perform oxygen aeration due to microbubbles, so that the organic matter in the water can be catalytically oxidized to the limit within a short time. Therefore, the practical use of the equipment by high efficiency can be realized.

또한, 오염원의 원인 물질을 생물반응에 의하여 근본적으로 분해, 제거함으로서, 2차적인 처리비를 절감할 수 있다.In addition, the secondary treatment cost can be reduced by radically decomposing and removing the causative agent of the pollutant by a biological reaction.

그리고, 수질의 오염 원인 물질을 처리하여 최상의 수질을 확보함으로써 화장실 변기의 사용수 및 농업용수, 기타 정원수로 재사용할 수 있다.In addition, by treating the pollutant of the water quality to ensure the best water quality can be reused in the toilet water, agricultural water, and other garden water.

그러므로 본, 발명은 이하의 분야에서 유용하게 이용할 수 있다.Therefore, the present invention can be usefully used in the following fields.

1. 수질정화 및 고도처리1. Water Purification and Advanced Treatment

2. 마을단위 하수처리시설2. Village unit sewage treatment facility

3. 독립적 화장실 정화시설3. Independent Toilet Purification Facility

4. 중수도(재사용) 화장실4. Heavy water (reuse) toilet

Claims (3)

상기 미세기포 발생장치로부터 미세기포에서 조의 하부에서 대상수에 산소 제공하여 공정과;Providing oxygen to the target water at the bottom of the tank in the microbubble from the microbubble generator; 각실 전체에 미생물 접촉 여재를 충진하여 혐기성 및 호기성 미생물을 공존 및 독립적 생성에 의해 분해하는 과정과;Filling the entire microbial contact medium in each chamber to decompose anaerobic and aerobic microorganisms by coexistence and independent production; 각실에 충진되는 미생물여재의 적체 슬러지 세척이 용이한 굴곡 및 상하의 경사도와 미생물이 내외부면에 용이하게 안식하여 오염 물질을 제거하는 과정과;A process of removing contaminants by easily bending and slanting up and down the microorganism media filled in each chamber and rest of the microorganisms on the inside and outside surfaces; 폭기조의 폭기 방식을 산소제공 방식이 아닌 하부의 유기물을 교반하여 지속적으로 접촉여재에 제공하여 유기물을 분해하는 과정.The process of decomposing organic matter by continuously supplying the aeration tank to the contact medium by stirring the organic matter in the lower part instead of the oxygen providing method.
KR20070055786A 2007-06-08 2007-06-08 Advanced Water Treatment Facility KR20070072840A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101048845B1 (en) * 2009-06-08 2011-07-13 강하구 Wastewater treatment unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101048845B1 (en) * 2009-06-08 2011-07-13 강하구 Wastewater treatment unit

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