KR0132367B1 - Equipment for anaerobic waste water treatment - Google Patents
Equipment for anaerobic waste water treatmentInfo
- Publication number
- KR0132367B1 KR0132367B1 KR1019940029794A KR19940029794A KR0132367B1 KR 0132367 B1 KR0132367 B1 KR 0132367B1 KR 1019940029794 A KR1019940029794 A KR 1019940029794A KR 19940029794 A KR19940029794 A KR 19940029794A KR 0132367 B1 KR0132367 B1 KR 0132367B1
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- carrier
- waste water
- reactor
- overgrown
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2853—Anaerobic digestion processes using anaerobic membrane bioreactors
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- 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
- C02F1/34—Treatment of water, waste water, or sewage with mechanical oscillations
- C02F1/36—Treatment of water, waste water, or sewage with mechanical oscillations ultrasonic vibrations
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F2003/001—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
제1도는 본 발명의 폐수처리 장치의 개략적인 공정도이고,1 is a schematic process diagram of the wastewater treatment apparatus of the present invention,
제2도는 본 발명장치의 또다른 예를 나타내는 개략적인 공정도이다.2 is a schematic process diagram showing another example of the apparatus of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 폐수 2 : 유입수 펌프1: wastewater 2: influent pump
3 : 유동상 반응기 4 : 담체3: fluidized bed reactor 4: carrier
5 : 담체 트랩 6 : 초음파 발진기5: carrier trap 6: ultrasonic oscillator
7 : 담체 레벨센서 8 : 재순환 펌프7 carrier level sensor 8 recirculation pump
9 : 침전조 10 : 폐오니9: settling tank 10: waste sludge
11 : 처리수 12-17 : 밸브11: treated water 12-17: valve
18 : 순환파이프18: circulation pipe
본 발명은 담체를 사용하는 유동상 생물반응기를 이용한 혐기적 처리용 폐수처리장치에 관한 것으로, 좀 더 구체적으로는 담체를 사용하는 유동상생물반응기를 이용한 폐수처리 장치에 있어서, 반응기의 외부에 담체 트랩을 설치하고 이곳에 레벨센서에 의해 작동되는 초음파 발진기를 장착히여 생물막의 두께가 증가된 담체를 세척하고 반응기로 재순환시켜 장기간 사용시에도 담체의 손상없이 폐수처리 효율을 최대한 유지할 수 있는 폐수처리 장치에 관한 것이다.The present invention relates to a wastewater treatment apparatus for anaerobic treatment using a fluidized bed bioreactor using a carrier, and more particularly, in a wastewater treatment apparatus using a fluidized bed bioreactor using a carrier, the carrier outside the reactor. By installing a trap and equipped with an ultrasonic oscillator operated by a level sensor, it washes the carrier with the increased thickness of the biofilm and recycles it to the reactor so that it can maintain the efficiency of wastewater treatment without damage to the carrier even after long-term use. It is about.
세계적으로 여러 가지 공해문제가 논의의 대상이 되고 있으며, 최근에는 우리 나라에 있어서도 도시인구의 급증과 더불어 각종 산업의 급속한 발전으로 생활환경의 오염이 나날이 심각하게 되어가고 있다. 더욱이 하수나 산업폐수에 의한 공해는 사람의 건강과 생활을 위협하고 자연계의 생물체 생명까지 위태롭게 하는 가장 긴박한 문제의 하나라고 할 수 있다.Various pollution problems have been discussed in the world, and in recent years, the pollution of the living environment has become more serious in our country due to the rapid increase of urban population and the rapid development of various industries. Moreover, pollution by sewage and industrial wastewater is one of the most pressing issues that threaten human health and life and endanger the life of natural life.
현재 사용하고 있는 폐수처리법은 물리적방법, 화학적방법 및 생물학적 방법이 있으며, 주로 유기화합물을 많이 함유하는 폐수의 처리에 적합란 생물학적 방법은 호기적처리법과 혐기적처리법으로 대별된다.Currently used wastewater treatment methods include physical, chemical and biological methods, and biological methods suitable for the treatment of wastewater containing mainly organic compounds are classified into aerobic treatment and anaerobic treatment.
특히, 혐기적 처리법은 고농도 폐수에 적용할 수 있다는 점과 슬러지 발생량이 적다는 장점이 있어 최근에 그 사용이 증대되고 있다.In particular, the anaerobic treatment method has been recently used because of the advantage that it can be applied to high concentration wastewater and less sludge generation.
그러나 처리 속도가 느려 대용량으로 처리가 곤란하다는 단점이 있어 이를 해결하기 위해 균체량을 고농도로 유지할 수 있는 균체의 고정화와 담체의 유동화로 처리속도를 향상시키고 있다.However, there is a drawback that it is difficult to process a large capacity due to the slow processing speed, and in order to solve this problem, the treatment speed is improved by immobilization of cells and fluidization of a carrier which can maintain a high concentration of cells.
생물 반응기를 이용한 혐기적 폐수처리 장치에서 담체를 이용하는 유동상 반응기를 장기간 가동할 경우, 담체에 부착 고정된 생물막의 두께가 증가하면서 가동초기에 설정된 유동조건의 균형이 깨지게 된다.In the anaerobic wastewater treatment system using a bioreactor, when a fluidized bed reactor using a carrier is operated for a long time, the flow conditions set at the beginning of operation are broken while increasing the thickness of the fixed biofilm attached to the carrier.
즉, 담체의 고정된 생물막은 유입된 폐수에 포함된 각동 유기물을 처리하면서 막의 두께가 증가하게 된다.That is, the fixed biofilm of the carrier increases the thickness of the membrane while treating the keratin organic matter contained in the introduced wastewater.
증가된 막의 두께로 인하여 비중이 낮아지게 되어 초기에 설정된 유동 높이 이상으로 유동층이 확산되면서 가벼워진 담체가 유출되기 때문에 정상적인 생물반응기의 가동이 어렵게 된다. 이러한 단점을 보완하기 위해서는 별도의 담체 인출장치를 사용하여 담체를 인출한 후, 과잉으로 성장된 생물막을 제거하여 담체를 손상없이 되돌려 주어야 한다.Due to the increased thickness of the membrane, the specific gravity is lowered, so that the lighter carrier flows out as the fluidized bed diffuses above the initially set flow height, making it difficult to operate a normal bioreactor. In order to make up for this drawback, the carrier should be taken out using a separate carrier extractor, and then the carrier should be returned without damaging the biofilm grown excessively.
예를들면, 미국특허 제4,681,685호, 일본특개소 62-79896, 63-229192, 63-264196호, 일본특개평 1-231995,1-293189 호등 에서는 생물반응기를 이용한 폐수 처리장치에서 과잉성장된 생물막을 별도의 담체인출장치로 인출한 후 진동스크린(Vibrating Screen)이나 하이드로싸이클론(Hydrocyclone)을 사용하거나 열분해법, 단순한 펌프에 의한 분리법등을 사용하여 과잉성장된 생물막을 제거하는 방법이 공지되어 있으나, 과잉성장된 생물막 제거 효율이 만족스럽지 못하고 공정이 복잡하며 담체의 손상이 생기는 문제점이 발생하였다.For example, US Pat. No. 4,681,685, Japanese Patent Laid-Open No. 62-79896, 63-229192, 63-264196, Japanese Patent Laid-Open No. 1-231995,1-293189, etc., overgrown biofilm in a wastewater treatment apparatus using a bioreactor. It is known to remove the overgrown biofilm using a vibrating screen, hydrocyclone, pyrolysis, separation by simple pump, etc. In addition, the overgrown biofilm removal efficiency is not satisfactory, the process is complicated, and carrier damage occurs.
따라서, 본 발명의 목적은 장시간 가동시에도 처리효과가 저하되지 않는 담체를 사용하는 생물 반응기를 이용한 혐기적 폐수처리 장치를 제공하는데 있다.Accordingly, an object of the present invention is to provide an anaerobic wastewater treatment apparatus using a bioreactor using a carrier that does not degrade the treatment effect even for a long time operation.
즉, 본 발명에서는 생물반응기 외부에 담체트랩을 설치하고 이곳에 레벨센서에 의해 작동되는 초음파 발진기를 장착하여 과잉성장된 생물막을 담체로 부터 제거하고 반응기로 재순환시키되 담체의 손상없이 생물반응기로 재순환될 수 있도록 하여 장시간 가동시에도 처리효과가 저하되지 않도록 하였다.That is, in the present invention, by installing a carrier trap outside the bioreactor and equipped with an ultrasonic oscillator operated by a level sensor, the overgrown biofilm is removed from the carrier and recycled to the reactor, but is recycled to the bioreactor without damaging the carrier. By doing so, the treatment effect is not lowered even during long time operation.
본 발명을 좀 더 구체적으로 설명하면 다음과 같다.The present invention is described in more detail as follows.
제1도는 본 발명의 폐수처리 장치의 개략적인 공정도이고,1 is a schematic process diagram of the wastewater treatment apparatus of the present invention,
제2도는 본 발명장치의 또다른 예를 나타내는 개략적인 공정도이다.2 is a schematic process diagram showing another example of the apparatus of the present invention.
본 발명의 혐기적 폐수처리장치는 유동상반응기(3), 담체트랩(5), 침전조(9) 및 담체재순환 수단으로 구성된다.The anaerobic wastewater treatment apparatus of the present invention comprises a fluidized bed reactor (3), a carrier trap (5), a settling tank (9), and a carrier recycling means.
유동상 반응기(3)의 일단에는 폐수(1)를 유입하는 유입수펌프(2)가 연결구성되어 있고, 상단에는 담체트랩(5)과 침전조(9)가 배관연결되어 있으며, 담체트랩(5)내에는 과잉의 성장된 생물막의 제거를 위한 초음파발진기(6), 담체의 양을 감지하여 초음파 발진기를(6)를 작동시키는 담체레벨센서(7)가 설치되어 있고, 담체재순환 수단응 다수개의 밸브(12-17) 및 재순환펌프(8)로 구성되어 있다.One end of the fluidized bed reactor (3) is connected to the inlet water pump (2) for introducing the waste water (1), the upper end of the carrier trap (5) and the settling tank (9) is connected to the pipe, the carrier trap (5) An ultrasonic oscillator 6 for removing excess grown biofilm and a carrier level sensor 7 for sensing the amount of carrier to operate the ultrasonic oscillator 6 are installed in the apparatus. (12-17) and the recirculation pump (8).
또한, 제2도에 도시된 바와같이 초음파 발진기(6)를 담체트랩(5)내에 설치하지 않고 순환파이프(18)내에 설치할 수도 있으며, 과잉성장된 생물막이 제거된 담체를 유동상 반응기(3)로 재순환시킬 때 용이하게 하기 위하여 본 발명이 속하는 기술분야에서 통상적으로 사용되는 재순환 보조수단을 담체트랩(5) 상단 또는 하단에 부가적으로 설치할 수 있다.Also, as shown in FIG. 2, the ultrasonic oscillator 6 may be installed in the circulation pipe 18 instead of the carrier trap 5, and the carrier from which the overgrown biofilm is removed may be installed in the fluidized bed reactor 3 In order to facilitate the recycling to the recycle to the recycle may be additionally installed at the top or bottom of the carrier trap (5) is commonly used in the art.
본 발명에서는 담체를 사용하는 유동상 생물반응기를 이용한 폐수처리 장치에 있어서, 유동상 생물반응기(3) 외부에 담체트랩을(5)을 설치하고 이곳에 레벨센서(7)에 의해 작동되는 초음파 발진기(6)를 장착하여 생물막이 과잉 성장된 담체를 분리 세척하고 유동상 생물반응기(3)로 재순환시키는 장치를 발명하였다.In the present invention, in the wastewater treatment apparatus using a fluidized bed bioreactor using a carrier, an ultrasonic oscillator installed with a carrier trap (5) outside the fluidized bed bioreactor (3) and operated by a level sensor (7) (6) was invented an apparatus for separating and washing the carrier in which the biofilm was overgrown and recycled to the fluidized bed bioreactor (3).
본 발명의 혐기적 폐수처리장치의 작동을 설명하면 다음과 같다.Referring to the operation of the anaerobic wastewater treatment apparatus of the present invention.
폐수처리 장치를 가동시키면 밸브(15,16,17)가 닫혀진 상태에서 펌프(2)에 의해 유입된 폐수(1)는 유동상 생물반응기(3)로 들어가고 유동상 생물반응기(3)에서 담체(4)에 담자된 균체에 의하여 정화처리된 후 일부는 침전조(9)를 거쳐 폐오니(10)와 처리수(11)로 되고, 나머지는 일부는 반응기(3)내의 담체(4) 유동을 위해 재순환 펌프(8)에 의해 반응기(3)로 재순환된다.When the wastewater treatment device is activated, the wastewater 1 introduced by the pump 2 with the valves 15, 16 and 17 closed is introduced into the fluidized bed bioreactor 3 and the carrier ( 4) After being purified by the microbial cells, a part of the waste sludge 10 and the treated water 11 are passed through the settling tank 9, and the other part is used for the flow of the carrier 4 in the reactor 3. It is recycled to the reactor 3 by the recycle pump 8.
유동상 생물반응기(3)가 가동되고 일정기간이 경과된 후, 반응기(4) 내부에 존재하는 담체(4)의 생물막 두께가 증가하여 담체(4)의 비중이 낮아지고 비중이 낮아진 담체가 밸브(12)를 통하여 순환수와 함께 유출되어 담체트랩(5)에는 과잉 성장된 생물막을 갖는 담체(4)가 모여진다. 모여진 담체의 양을 레벨센서(7)가 감지하고 지정된 높이의 감지 신호에 따라, 최적처리 시간에 걸쳐 초음파 발진기(6)에 의한 생물막의 분리가 이루어진다.After a certain period of time after the fluidized bed bioreactor 3 is operated, the biofilm thickness of the carrier 4 present in the reactor 4 increases, so that the specific gravity of the carrier 4 decreases and the specific gravity of the carrier decreases. Carrier 4 having an overgrown biofilm is collected in the carrier trap 5 by flowing out along with the circulation water through 12. The level sensor 7 detects the amount of the collected carrier and according to the detection signal of the designated height, the biofilm is separated by the ultrasonic oscillator 6 over the optimum processing time.
주어진 시간이 지나 분리가 끝나면 밸브, (12)와 (13)이 닫히고 밸브 (15),(16) 및 (17)이 차례로 열린후 밸브(14)가 닫히며, 처리수의 일부가 재순환 펌프(8)로부터 제공되어 충분한 수압으로 담체트랩(5)에서 담체(4)가 배출되어 유동상 반응기(3)로 재순환 된다.When the separation ends after a given time, the valves (12) and (13) are closed, the valves (15), (16) and (17) are opened in turn, and the valve (14) is closed, and a part of the treated water is recycled pump ( The carrier 4 is discharged from the carrier trap 5 at a sufficient hydraulic pressure, and is recycled to the fluidized bed reactor 3.
한편, 제2도에 도시된 바와같이 초음파 발진기(6)를 순환파이프(18)내에 설치한 경우에는 밸브(15),(16) 및 (17)이 닫힌 상태에서 가동되면서 생물막이 과잉성장된 담체(4)가 밸브(12)를 통하여 유출되고, 유출된 담체(4)는 순환파이프(18)내의 초음파발진기(6)에 의해 과잉성장된 분리막이 제거되고, 과잉 성장된 분리막이 제거된 담체를 순환파이프(18)를 통하여 이동되어 담체트랩(5)에 쌓이게 된다. 일정량 이상의 담체(4)가 담체트랩(5)에 쌓이면 담체레벨센서(7)가 감지하여 밸브(15),(16),(17)이 열리면서 밸브(12),(13) 및 (14)를 닫히게 하고, 재순환 펌프(8)의 작동에 의해 재순환수와 담체(4)가 수압에 의해 반응기(3)로 재순환된다.On the other hand, as shown in FIG. 2, when the ultrasonic oscillator 6 is installed in the circulation pipe 18, the carrier in which the biofilm is overgrown while the valves 15, 16 and 17 are operated in the closed state. (4) flows out through the valve 12, the outflow carrier 4 is removed by the ultrasonic oscillator 6 in the circulation pipe 18, the overgrown separator is removed, the overgrown separator removed carrier It is moved through the circulation pipe 18 to be stacked on the carrier trap (5). When a certain amount of carrier 4 is accumulated in carrier trap 5, carrier level sensor 7 detects and opens valves 15, 16, and 17 to open valves 12, 13, and 14. By closing, the recycle water and the carrier 4 are recycled to the reactor 3 by hydraulic pressure by the operation of the recycle pump 8.
상술한 바와같은 본 발명의 폐수처리장치는 별도의 담체 인출장치가 필요없어 용이하게 과잉성장된 생물막 제거를 행할 수 있으며 담체트랩(5)과 재순환수에 의해 담체(4)를 반응기(3)로 재순환시키므로 비교적 경도가 약한 담체의 손상없이 지속적으로 폐수를 효과적으로 처리할 수 있는 효과가 있다.The wastewater treatment apparatus of the present invention as described above does not need a separate carrier withdrawal device, so that the overgrown biofilm can be easily removed, and the carrier 4 is transferred to the reactor 3 by the carrier trap 5 and the recycle water. Recycling has the effect of effectively treating wastewater continuously without damaging the relatively mild carrier.
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KR100926701B1 (en) * | 2009-05-21 | 2009-11-17 | (주)대신피아이씨 | Method for cleaning sensor of measuring instrument using an ultrasound oscillator and measuring instrument |
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