KR100227471B1 - Media for wastewater treatment manufacturing method thereof and wastewater treatment method using the media - Google Patents

Media for wastewater treatment manufacturing method thereof and wastewater treatment method using the media Download PDF

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KR100227471B1
KR100227471B1 KR1019970010365A KR19970010365A KR100227471B1 KR 100227471 B1 KR100227471 B1 KR 100227471B1 KR 1019970010365 A KR1019970010365 A KR 1019970010365A KR 19970010365 A KR19970010365 A KR 19970010365A KR 100227471 B1 KR100227471 B1 KR 100227471B1
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resin
carrier
wastewater
wastewater treatment
activated carbon
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KR19980074499A (en
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조재현
김용환
이용우
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양인모
삼성엔지니어링주식회사
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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
    • C02F3/02Aerobic processes
    • C02F3/10Packings; Fillings; Grids
    • 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)
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Abstract

아크릴수지와 같은 접착성 수지용액과 미분활성탄을 80:20 내지 70:30의 중량비로 혼합하여 슬러리를 형성한 다음 이 슬러리를 폴리우레탄과 같은 발포고분자에 접착, 코팅하여 열처리하여 용매를 제거함으로써 얻어지는 결과물을 성형하는 단계를 통해 만들어지는 본 발명의 폐수처리용 담체는 수중에서 미생물이 부착되어 서식하기에 적합한 장소로 작용하여 흡착성이 우수하여, 이를 폐수처리에 이용하는 경우 종래와 같은 벌킹이나 미생물의 탈리가 현저하게 줄어들고 미분활성탄의 탈리도 없이 높은 폐수처리효율을 얻을 수 있다.A slurry obtained by mixing an adhesive resin solution such as acrylic resin and finely divided activated carbon in a weight ratio of 80:20 to 70:30 is formed, and then the slurry is adhered to a foamed polymer such as polyurethane and coated and heat treated to remove the solvent. The carrier for wastewater treatment of the present invention made through the step of forming the resultant has excellent adsorption property by acting as a suitable place to inhabit and attach microorganisms in water, and when used for wastewater treatment, bulking or desorption of microorganisms as in the prior art Is significantly reduced and high wastewater treatment efficiency can be obtained without desorbing the fine activated carbon.

Description

폐수처리용 담체, 그 제조방법 및 이 담체를 이용한 폐수처리방법Wastewater Treatment Carrier, Manufacturing Method Thereof And Wastewater Treatment Method Using The Carrier

본 발명은 폐수를 처리하는데 이용되는 담체와 그 제조방법에 관한 것으로서, 보다 상세하게는 유기물을 함유하는 폐수의 처리시 폐수 중의 유기물 등의 분해를 담당하는 미생물의 서식처로서 이용될 수 있는 담체와 그 제조방법에 관한 것이다.BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a carrier used to treat wastewater and a method for producing the same, and more particularly, to a carrier which can be used as a habitat for microorganisms responsible for decomposing organic matters in wastewater and the like when treating wastewater containing organic matter. It relates to a manufacturing method.

유기폐수의 처리방법으로서 활성슬러지법이 매우 보편적으로 이용되어 왔는데, 활성슬러지법은 1차 처리된 폐수의 2차 처리를 위해서 또는 1차 처리를 거치지 않은 폐수를 호기적으로 완전처리하기 위하여 채택되는 폐수처리방법이다. 일반적인 활성슬러지법에 따르면, 폐수가 폭기조(aeration tank)로 계속 주입됨에 따라 미생물이 폐수 중의 유기물을 섭취분해하여 성장하게 되고, 이렇게 성장된 미생물은 응결하여 종말침전지에서 침전되는데, 침전체의 일부는 활성슬러지의 형태로 다시 폭기조로 반송되고 일부는 폐슬러리로 폐기됨으로써 폭기조내의 미생물의 량이 적절한 수준으로 유지되면서 폐수 중의 유기물의 분해와 함께 질소, 인 등의 제거가 이루어지게 된다.Activated sludge method has been widely used as a treatment method of organic wastewater, which is adopted for secondary treatment of wastewater treated as primary treatment or for aerobic complete treatment of wastewater without primary treatment. Wastewater treatment method. According to the general activated sludge method, as wastewater is continuously injected into an aeration tank, microorganisms grow by ingesting and decomposing organic matter in the wastewater, and the grown microorganisms condense and settle in the terminal sedimentation battery. It is returned to the aeration tank in the form of activated sludge, and part of it is disposed of as waste sludge, so that the amount of microorganisms in the aeration tank is maintained at an appropriate level, and nitrogen and phosphorus are removed along with decomposition of organic matter in the wastewater.

이러한 활성슬러지법은 유기폐수의 처리방법으로서 그 효과가 오랫동안 인정되어 왔다. 그러나, 고농도의 유기물과 질소를 함유한 폐수로부터 유기물과 질소를 동시에 효과적으로 제거하기에는 부적합하고 잉여슬러지의 양도 증가되는 등 많은 문제점을 안고 있다. 즉, 유기물 부하가 높은 폐수가 유입되면 침전조에서 벌킹(bulking)이 발생하여 폐수처리효율이 저하된다.This activated sludge method has long been recognized for its effectiveness as a method for treating organic wastewater. However, there are a number of problems, such as unsuitable for effectively removing organic matter and nitrogen from wastewater containing high concentrations of organic matter and nitrogen and increasing amount of excess sludge. That is, when the wastewater with a high organic load is introduced, bulking occurs in the sedimentation tank, thereby reducing wastewater treatment efficiency.

상기와 같은 문제점을 해결하기 위하여, 다량의 미생물을 담체에 부착시켜 고정화시킨 상태로 이용하는 생물막공법이 개발되었다. 이 방법에서는, 특히 폭기조내에 폐수처리에 이용되는 미생물을 적절한 수준으로 계속 유지시켜야 할 필요가 있으며, 이를 위해서는 미생물의 부유성장 또는 부착성장을 위해 미생물 부착용 담체가 필수적이라고 할 수 있다. 이러한 담체로는 여러 가지가 있으며, 그 재질은 주로 다공성 플라스틱류(최성용 등, 수질보전학회지, 6권, 1호, 31페이지, 1990), 활성탄소섬유(일본특허출원 평성5-167820호), 폴리비닐알콜과 활성탄(일본특허출원 평성5-186723호)으로 되어 있다. 이러한 재질의 담체는 친수성이 작거나 그다지 크기 않기 때문에 부유되어 있는 미생물을 부착시키기가 쉽지 않고 부착되지 못한 미생물은 성정속도가 낮아서 폐수처리조를 연속적으로 가동시키는 경우에는 폭기조 밖으로 유출되는 문제가 발생한다.In order to solve the above problems, a biofilm method has been developed that uses a large amount of microorganisms attached to a carrier and immobilized them. In this method, in particular, it is necessary to keep the microorganisms used for wastewater treatment in an aeration tank at an appropriate level. For this purpose, it is essential that the carrier for attaching the microorganisms is necessary for the growth or adhesion growth of the microorganisms. There are various kinds of such carriers, and the materials are mainly porous plastics (Sung-Jung et al., Journal of Water Conservation, 6, 1, 31, 1990), Activated Carbon Fiber (Japanese Patent Application No. 5-167820), Polyvinyl alcohol and activated carbon (Japanese Patent Application No. Hei 5-186723). Since the carrier of such a material is not small or large in hydrophilicity, it is not easy to attach suspended microorganisms, and microorganisms that do not attach have a low rate of sex, so when the wastewater treatment tank is operated continuously, a problem is caused to flow out of the aeration tank. .

상기와 같은 재질로 된 담체를 이용하는 방법 중에서도 비교적 쉽게 적용할 수 있는 방법으로서는 활성탄을 이용하는 방법을 들수 있다. 특히 미분할성탄을 이용하여 폐수처리를 하는 경우에는, 폭기조내로 투입되는 미분활성탄에 유기물이 흡착되고 흡착된 유기물이 미생물에 의해 분해되는 과정을 통해 유기물의 처리효율이 종래의 활성슬러지법에 비해 매우 뛰어나고, 순간적으로 높은 농도의 폐수가 유입되는 충격부하에도 강하고 독성물질이 유입되는 경우에도 안정적인 처리가 가능하며, 정확한 메카니즘은 밝혀져 있지 않지만 미생물의 활성도 개선된다. 또한, 슬러지의 벌킹문제도 발생하지 않는 장점이 있다. 그러나, 폭기조에 투입된 미분활성탄이 슬러지의 폐기시 함께 유출되므로 폭기조 내에 미분활성탄의 농도를 일정하게 유지하기 위해서는 미분활성탄을 지속적으로 투입하여야 하며, 폐슬러지로부터 미분활성탄을 분리시켜 재생시키려면 이를 위한 분리 및 재생장치가 필요하며, 슬러지 반송시 슬러지 내의 미분활성탄이 펌프의 고장을 일으키는 등의 문제가 있었다.Among the methods using a carrier made of the above materials, a method using activated carbon is mentioned as a method which can be applied relatively easily. In particular, in the case of wastewater treatment using finely divided charcoal, organic matter is adsorbed to the finely divided activated carbon introduced into the aeration tank and the adsorbed organic matter is decomposed by microorganisms, so that the treatment efficiency of organic matter is much higher than that of the conventional activated sludge method. Excellent, strong instantaneous impact load of high concentration of wastewater and stable treatment is possible even when toxic substances are introduced, and the exact mechanism is not known, but microbial activity is also improved. In addition, there is an advantage that the bulking problem of the sludge does not occur. However, the fine activated carbon introduced into the aeration tank flows out at the time of disposal of the sludge. Therefore, in order to maintain a constant concentration of the fine activated carbon in the aeration tank, the fine activated carbon must be continuously added. In order to separate and regenerate the fine activated carbon from the waste sludge, And a regeneration device, and there is a problem that the fine activated carbon in the sludge causes the pump to fail during sludge conveyance.

따라서, 본 발명에서는 유기폐수의 처리시 미생물의 안정한 서식처로서 작용할 수 있는 담체로서 미분활성탄을 포함하고 있지만 종래와 같은 단점을 가지고 있지 않은 담체를 제공하는 것을 그 목적으로 한다.Accordingly, an object of the present invention is to provide a carrier which contains fine activated carbon as a carrier capable of acting as a stable habitat for microorganisms in the treatment of organic wastewater, but does not have the disadvantages as in the prior art.

본 발명의 다른 목적은 상기와 같은 담체의 제조방법을 제공하는 것이다.Another object of the present invention is to provide a method for producing such a carrier.

본 발명의 또 다른 목적은 상기 담체를 이용하여 폐수를 처리하는 방법을 제공하는 것이다.Still another object of the present invention is to provide a method for treating wastewater using the carrier.

상기와 같은 목적을 달성하기 위하여 본 발명에서는 폐수처리용 담체로서, 미분활성탄이 코팅되어 있는 발포고분자로 된 담체가 제공된다.In order to achieve the above object, in the present invention, as a carrier for wastewater treatment, a carrier made of expanded polymer coated with finely divided activated carbon is provided.

상기 발포고분자는 스폰지, 폼 또는 부직포 구조로 되어 있어 다공성을 갖는 것이면 특별히 제한되지 않으며, 재질로는 폴리우레탄, 폴리스티렌 또는 폴리에틸렌이 바람직하다.The foamed polymer is not particularly limited as long as it has a porous structure such as a sponge, foam, or nonwoven fabric, and the material is preferably polyurethane, polystyrene, or polyethylene.

바람직하기로는, 상기 미분활성탄은 접착성 수지와 혼합되어 코팅되며, 이러한 접착성 수지로는 접착성 수지로서 통상 사용되는 것이면 특별히 제한되지 않으나, 그 중에서도 아크릴수지, 에틸렌비닐아세테이트수지, 퓨란수지, 페놀수지, 요소수지, 멜라민수지, 폴리아미드수지가 바람직하게 이용된다. 이때, 상기 미분활성탄과 접착성 수지의 중량비는 40:60 내지 50:50인 것이 바람직하다.Preferably, the finely divided activated carbon is coated with an adhesive resin, and the adhesive resin is not particularly limited as long as it is commonly used as an adhesive resin. Among them, acrylic resin, ethylene vinyl acetate resin, furan resin, phenol Resin, urea resin, melamine resin, and polyamide resin are preferably used. At this time, the weight ratio of the finely divided activated carbon and the adhesive resin is preferably 40:60 to 50:50.

또한, 상기 미분활성탄의 입자크기는 작을수록 바람직하며, 입자크기가 200 메시 이하인 것이 바람직하다.In addition, the smaller the particle size of the fine activated carbon is preferable, and the particle size is preferably 200 mesh or less.

상기 담체는 그 형태 및 크기가 특별히 제한되지는 않으나, 가로, 세로, 높이가 각각 0.8 내지 2.0㎝인 육면체 형태인 것이 바람직하다.The carrier is not particularly limited in form and size, but is preferably in the form of a hexahedron having a width, length, and height of 0.8 to 2.0 cm, respectively.

본 발명의 다른 목적을 달성하기 위하여 본 발명에서는 (a) 접착성 수지용액과 미분활성탄을 80:20 내지 70:30의 중량비로 혼합하여 슬러리를 형성하는 단계, (b) 발포고분자를 상기 슬러리로 코팅한 다음 열처리하여 상기 접착성 수지용액 중의 용매성분을 증발시키는 단계 및 (c) 상기 (b)단계에서 얻은 결과물을 성형하는 단계를 포함하는 폐수처리용 담체의 제조방법이 제공된다.In order to achieve another object of the present invention in the present invention (a) mixing the adhesive resin solution and finely divided activated carbon in a weight ratio of 80:20 to 70:30 to form a slurry, (b) foamed polymer into the slurry Coating and heat treatment are provided to prepare a wastewater treatment carrier comprising the step of evaporating the solvent component in the adhesive resin solution and (c) molding the resultant obtained in step (b).

상기 열처리단계에서는 70 내지 95℃에서 2 내지 3시간 열처리를 실시하는 것이 바람직하다.In the heat treatment step, it is preferable to perform a heat treatment for 2 to 3 hours at 70 to 95 ℃.

바람직하기로는, 상기 발포고분자는 스폰지, 폼 또는 부직포 구조로 되어 있어 다공성을 갖는 것이면 특별히 제한되지 않으며, 재질로는 폴리우레탄, 폴리스티렌 또는 폴리에틸렌이 바람직하다.Preferably, the expanded polymer is not particularly limited as long as it has a porous structure because it has a sponge, foam, or nonwoven structure, and the material is preferably polyurethane, polystyrene, or polyethylene.

상기 접착성 수지로는 아크릴수지, 에틸렌비닐아세테이트수지, 퓨란수지, 페놀수지, 요소수지, 멜라민수지, 폴리아미드수지 중의 하나를 이용하는 것이 바람직하며, 용매로서 물을 이용하여 접착성 수지용액을 얻게 된다.As the adhesive resin, it is preferable to use one of acrylic resin, ethylene vinyl acetate resin, furan resin, phenol resin, urea resin, melamine resin, and polyamide resin, and an adhesive resin solution is obtained using water as a solvent. .

상기 미분활성탄은 입자크기가 200메시 이하인 것이 바람직하다.Preferably, the finely divided activated carbon has a particle size of 200 mesh or less.

상기 성형단계에서는 가로, 세로, 높이가 각각 0.8 내지 2.0㎝인 육면체 형태로 성형하는 것이 바람직하다.In the molding step, it is preferable to mold in the form of a cube having a width, length, and height of 0.8 to 2.0 cm, respectively.

본 발명의 또 다른 목적은 폭기조를 포함하는 폐수처리장치를 이용하여 폐수를 처리하는 방법에 있어서, 상기 폭기조에 상기 폐수처리용 담체를 투입한 다음 폐수를 폐수처리장치에 유입시켜 처리하는 과정을 통해 세정수를 얻는 것을 특징으로 하는 폐수처리방법에 의해 달성된다.Still another object of the present invention is a method for treating wastewater using a wastewater treatment apparatus including an aeration tank, wherein the wastewater treatment carrier is added to the aeration tank, and then the wastewater is introduced into the wastewater treatment apparatus. It is achieved by the wastewater treatment method characterized by obtaining the washing water.

바람직하기로는, 상기 폭기조에 투입되는 담체의 총 용적은 상기 폭기조의 용적에 대해 20 내지 40용적

Figure kpo00001
이다.Preferably, the total volume of the carrier to be added to the aeration tank is 20 to 40 volumes relative to the volume of the aeration tank.
Figure kpo00001
to be.

이하, 본 발명을 보다 상세히 설명하기로 한다.Hereinafter, the present invention will be described in more detail.

본 발명의 폐수처리용 담체는 다음과 같은 방법에 따라 제조된다.Wastewater treatment carrier of the present invention is prepared according to the following method.

먼저, 통상 폐수처리에 이용되는 미분활성탄을 아크릴수지용액과 같은 접착성 수지용액에 첨가하여 교반하에 완전히 혼합하여 슬러리를 만든 다음, 이 슬러리를 발포고분자에 코팅한다.First, finely divided activated carbon, which is usually used for wastewater treatment, is added to an adhesive resin solution such as an acrylic resin solution, completely mixed under stirring to form a slurry, and then the slurry is coated on foamed polymer.

이때, 발포고분자로는 물에 대해 내성을 지닌 발포고분자를 이용하는 것이 바람직하며, 특히 폴리우레탄, 폴리스티렌 또는 폴리에틸렌이 바림직하다. 상기 미분활성탄의 입자크기는 작을수록 좋으며, 특히 200메시 이하인 것이 충분한 다공성의 제공면에서 바람직하다. 또한, 접착성 수지용액과 미분활성탄은 80:20 내지 70:30의 중량비로 혼합하는 것이 바람직한데, 그 결과 건조중량으로서 접착성 수지와 미분활성탄이 60:40 내지 50:50으로 혼합되어 있는 담체가 얻어지게 된다. 이때, 미분활성탄의 함량이 상기 범위보다 많아지면 접착성 수지와 혼합 및 결합되기가 곤란하며, 상기 범위보다 적은 경우에는 흡착성이 떨어지게 된다. 즉, 상기와 같은 범위로 미분활성탄과 접착성 수지가 혼합될 때, 제조되는 담체가 일정 수준 이상의 강도, 내마모성, 흡착성을 가질 수 있고, 장시간 운전시에도 미분활성탄의 탈리가 일어나지 않게 되어 수년동안 사용할 수 있다.At this time, it is preferable to use the foamed polymer having resistance to water as the foamed polymer, and particularly, polyurethane, polystyrene or polyethylene is preferred. The smaller the particle size of the fine activated carbon is, the more preferable it is, especially in view of providing sufficient porosity of 200 mesh or less. In addition, the adhesive resin solution and the finely divided activated carbon are preferably mixed in a weight ratio of 80:20 to 70:30. As a result, the carrier in which the adhesive resin and the finely divided activated carbon are mixed at 60:40 to 50:50 as a dry weight. Is obtained. In this case, when the content of the finely divided activated carbon is more than the above range, it is difficult to mix and bond with the adhesive resin, and when less than the above range, the adsorption property is deteriorated. That is, when the fine activated carbon and the adhesive resin are mixed in the range as described above, the prepared carrier may have a certain level of strength, abrasion resistance, and adsorptivity, and the deactivated fine carbon does not occur even after long time operation, so that it can be used for many years. Can be.

코팅방법으로서는, 로울러를 이용하여 상기 슬러리를 발포고분자에 접착시키는 형태로 실시하는 것이 바람직하며, 이때 상기 슬러리는 발포고분자 내부에까지 침투하게 되고 균일하게 코팅이 이루어지게 된다. 그러나, 발포고분자의 기공을 폐쇄시키지 않는 방법으로서 다른 방법에 의해서도 코팅이 이루어질 수 있다.As a coating method, it is preferable to carry out in a form in which the slurry is adhered to the foamed polymer using a roller, wherein the slurry penetrates into the foamed polymer and is uniformly coated. However, as a method of not closing pores of the foamed polymer, the coating may be performed by other methods.

상기와 같이 하여 미분활성탄과 접착성 수지의 술러리 용액으로 코팅된 발포고분자를 70 내지 95℃에서 2 내지 3시간 열처리하여 용매를 제거하고 슬러리 성분의 경화반응을 유도한다. 이어서, 이것을 적당한 크기로 절단하는 성형공정을 거쳐 본 발명의 담체를 얻는다. 이때, 담체의 크기나 모양은 특별히 제한되지는 않는데, 육면체 형태로서 가로, 세로, 높이가 모두 0.8 내지 2.0㎝인 것이 바람직하다.As described above, the expanded polymer coated with the slurry solution of the fine activated carbon and the adhesive resin is heat-treated at 70 to 95 ° C. for 2 to 3 hours to remove the solvent and induce a curing reaction of the slurry component. Subsequently, the carrier of the present invention is obtained through a molding step of cutting this into an appropriate size. At this time, the size or shape of the carrier is not particularly limited, but it is preferable that the width, length, and height are all 0.8-2.0 cm as a hexahedral form.

상기 담체를 폐수처리장치 중의 폭기조에 투입하는데, 그 투여량은 폭기조의 용적에 대해 20 내지 40

Figure kpo00002
가 되도록 한다. 투여량이 이보다 적은 경우에는 미생물의 부착용적이 적합한 수준에 미치지 못하게 되며, 이보다 많은 경우에는 담체가 차지하는 용적이 과도하게 되어 폭기조 내에서 담체의 순환이 원활하게 이루어지기가 곤란하여 폐수의 효율적인 처리가 어렵게 된다.The carrier is introduced into an aeration tank in a wastewater treatment system, the dosage of which is 20 to 40 relative to the volume of the aeration tank.
Figure kpo00002
To be If the dose is less than this, the adherent volume of the microorganisms will not reach the appropriate level, and if it is larger than this, the carrier occupies an excessive volume, making it difficult to smoothly circulate the carrier in the aeration tank, making it difficult to efficiently treat the wastewater. .

그런 다음, 폐수를 페수처리장치로 유입시켜 부유고형물을 제거한 다음 다시 폭기조로 유입시켜 일정시간 동안 폭기하면서 폐수중의 유기물 등을 분해하고 이어서 침전조에서 침전된 슬러지의 일부를 폭기조로 반송시키고 나머지 슬러지를 폐슬러지로서 폐기함으로써 상등액을 처리수로서 얻는다.Then, the wastewater is introduced into the wastewater treatment system to remove the suspended solids, and then flowed back into the aeration tank to decompose organic matters in the wastewater while aeration for a predetermined time, and then return a portion of the sludge precipitated in the sedimentation tank to the aeration tank and the remaining sludge. The supernatant is obtained as treated water by disposing as waste sludge.

이러한 본 발명의 폐수처리방법에 의하면, 종래에 가장 문제가 되었던 벌킹 문제를 해결할 수 있고 단시간에 많은 양의 폐수를 처리할 수 있어서 폐수처리장치의 소형화 및 고성능화가 가능하므로 폐수 중의 유기물 부하가 변동되어도 안정적으로 대응할 수 있으며, 폐수처리장치를 장시간 가동시키는 경우에도 미분활성탄의 탈리가 거의 일어나지 않는다.According to the wastewater treatment method of the present invention, it is possible to solve the bulking problem, which has been the most conventional problem in the past, and to treat a large amount of wastewater in a short time, so that the wastewater treatment apparatus can be miniaturized and improved in performance, even if the organic material load in the wastewater is changed. It can cope stably, and even when the waste water treatment apparatus is operated for a long time, desorption of finely divided activated carbon hardly occurs.

이하, 실시예를 참조하여 본 발명을 보다 구체적으로 설명하기로 하는데, 본 발명의 범위가 하기 실시예로만 제한되는 것은 아니다.Hereinafter, the present invention will be described in more detail with reference to Examples, but the scope of the present invention is not limited to the following Examples.

[실시예]EXAMPLE

먼저, 미분활성탄((주) 유니온, 입자크기 200메시) 50g과 아크릴수지에멀젼((주) 오로라화학) 150g(아크릴수지 고체중량으로서 60g)을 완전히 혼합하여 슬러리를 제조하였다. 로울러를 이용하여 상기 슬러리를 스폰지 수지의 폴리우레탄에 수차례 코팅, 접착시킨 다음 75℃에서 약 2시간 열처리하였다. 이렇게 하여 얻은 결과물을 상온으로 냉각한 다음 가로, 세로, 높이가 각각 약 1㎝인 육면체 형태로 절단하여 최종 담체를 얻었다.First, a slurry was prepared by thoroughly mixing 50 g of finely divided activated carbon (Co., Ltd., particle size 200 mesh) and 150 g (60 g of acrylic resin solid weight) of acrylic resin emulsion (Aurora Chemical Co., Ltd.). The slurry was coated on the polyurethane of the sponge resin several times using a roller, and then bonded, followed by heat treatment at 75 ° C. for about 2 hours. The resulting product was cooled to room temperature, and then cut into hexahedral shapes each having a width, length, and height of about 1 cm to obtain a final carrier.

상기 담체를 일반적인 유기폐수의 처리장치로서 이용되는 폐수처리장치로서, 1차 침전조, 폭기조, 2차침전조로 이루어진 폐수처리장치 중의 폭기조에 20용적

Figure kpo00003
의 양으로 투입하였다.A wastewater treatment apparatus using the carrier as a general organic wastewater treatment apparatus, comprising 20 volumes in an aeration tank in a wastewater treatment apparatus consisting of a primary sedimentation tank, an aeration tank, and a secondary sedimentation tank.
Figure kpo00003
Was added in the amount of.

이어서, 폐수처리장치에 폐수를 유입시켜 폐수를 처리하였는데, 이 때 유입 폐수의 COD(화학적 산소요구량)는 1000㎎/ℓ로 하였고 총체류시간은 6시간으로 하였다. 폐수처리장치를 통과하여 유출되는 유출수의 COD를 측정하여 COD 제거율을 계산하여 하기 표 1에 나타내었는데, COD는 표준공정시험방법에 따라 측정하였다. 또한 일주일 연속 작동시 미분활성탄의 탈리가 일어나는 지와 벌킹이 발생하는 지에 대해서도 조사하고 미생물의 탈리현상이 심각한 지에 대해서도 측정하여 그 결과를 상대적으로 평가하였다.Subsequently, the wastewater was introduced into the wastewater treatment system to treat the wastewater. At this time, the COD (chemical oxygen demand) of the influent wastewater was 1000 mg / l and the total residence time was 6 hours. The COD removal rate was calculated by measuring the COD of the effluent flowing out through the wastewater treatment apparatus, and is shown in Table 1 below. COD was measured according to a standard process test method. In addition, it was also investigated whether desorption of fine activated carbon and bulking occurred during continuous operation for one week and measured whether the desorption phenomenon of microorganisms were serious and evaluated the results relatively.

[비교예 1]Comparative Example 1

비교를 위해, 담체를 사용하지 않은 채 활성오니법에 따라 실시예와 동일한 조건하에 유기폐수를 처리하여 그 처리결과를 하기 표 1에 나타내었다.For comparison, the organic wastewater was treated under the same conditions as in Example according to the activated sludge method without using a carrier, and the treatment results are shown in Table 1 below.

[비교예 2]Comparative Example 2

비교를 위해, 종래의 담체로서 고정상 담체인 사란 록(Saron Lock, 구레하화학공업주식회사 제조, 일본)을 폭기조에 투입한 것을 제외하고는 실시예와 동일한 조건하에 유기폐수를 처리하여 그 결과를 하기 표 1에 나타내었다.For comparison, the organic wastewater was treated under the same conditions as in the examples except that Saran Lock (Saron Lock, manufactured by Kureha Chemical Co., Ltd., Japan), which was a conventional carrier, was added to the aeration tank. Table 1 shows.

[비교예 3]Comparative Example 3

비교를 위해, 종래의 담체로서 유동상 담체인 린포르(Linpor, 린데사 제조, 독일)을 폭기조에 투입한 것을 제외하고는 실시예와 동일한 조건하에서 유기폐수를 처리하여 그 결과를 하기 표 1에 나타내었다.For comparison, the organic wastewater was treated under the same conditions as in Example except that Linpor (Linpor, manufactured by Lindesa, Germany), a fluidized bed carrier, was used as a conventional carrier, and the results are shown in Table 1 below. Indicated.

Figure kpo00004
Figure kpo00004

상기 표 1에 나타나 있는 바와 같이, 종래의 담체를 이용하는 경우에도 COD의 제거율이 일반적인 활성슬러지법을 이용하는 경우에 비해서는 매우 높지만, 본 발명에 따라 제조된 담체를 이용하여 폐수를 처리하는 경우에 비해서는 여전히 떨어지고 있다. 또한, 미분활성탄의 탈리와 미생물의 탈리가 거의 발생되지 않으며, 벌킹발생도 일어나지 않는다. 따라서, 유기물 부하변동이 큰 경우에도 폐수의 처리가 안정적으로 이루어질 수 있으며, 장기간의 사용이 가능하게 된다.As shown in Table 1, even when using a conventional carrier, the removal rate of COD is very high compared with the case of using a general activated sludge method, but compared to the case of treating wastewater using a carrier prepared according to the present invention. Is still falling. In addition, desorption of finely divided activated carbon and desorption of microorganisms hardly occur, and no bulking occurs. Therefore, even when the load of organic matter is large, the treatment of wastewater can be made stable, and long-term use becomes possible.

[실시예 2]Example 2

미분활성탄이 그 자체로서 사용되지 않고 본 발명에서와 같이 코팅된 상태로 사용되는 경우에도 흡착성을 가지는 지에 대해 알아보는 실험으로서, 실시예 1에서와 같은 방법으로 제조된 본 발명의 담체와 실시예 1에서와 동일한 폐수처리장치를 사용하여 흡착성 테스트를 실시하였다. 이때, 표준방법에 따라 측정된 유입폐수의 페놀 농도는 450㎎/1이었다. 1시간 후, 동일한 방법에 따라 처리수의 페놀 농도를 측정한 결과 45㎎/1에 불과하였다. 즉, 페놀 제거율이 90

Figure kpo00005
에 이르렀다.As an experiment to find out whether the finely activated carbon is used as a coating method as in the present invention instead of being used as it is, the carrier of the present invention prepared in the same manner as in Example 1 and Example 1 Adsorption tests were carried out using the same wastewater treatment system as in. At this time, the phenol concentration of the influent wastewater measured according to the standard method was 450 mg / 1. After 1 hour, the phenol concentration of the treated water was measured according to the same method, but only 45 mg / 1. Phenol removal rate is 90
Figure kpo00005
Reached.

이러한 결과로부터, 본 발명의 담체는 미분활성탄이 여전히 높은 흡착특성을 지니고 있어서 미생물의 서식처로서 적합한 뿐만 아니라 화학물질의 제거에도 매우 효과적임을 알 수 있다.From these results, it can be seen that the carrier of the present invention is not only suitable as a habitat for microorganisms because the activated carbon still has high adsorption characteristics, but also very effective in removing chemicals.

이상 살펴본 바와 같이, 본 발명의 담체는 유기물 부하변동이 큰 폐수가 유입되는 경우에도 효과적으로 사용할 수 있으며, 대부분의 하수 및 오수처리장, 분뇨처리장, 축산 및 산업폐수처리장 등의 폐수처리장에서 적절하게 이용될 수 있다.As described above, the carrier of the present invention can be effectively used even when the wastewater with large organic load fluctuations is introduced, and can be suitably used in most sewage and sewage treatment plants, manure treatment plants, livestock and industrial wastewater treatment plants. Can be.

Claims (12)

아크릴수지, 에틸렌비닐아세테이트수지, 퓨란수지, 페놀수지, 요소수지, 멜라민수지 및 폴리아미드수지로 구성된 군으로부터 선택되는 적어도 하나의 접착성수지와 미분활성탄이 60:40 내지 50:50의 중량비로 혼합된 형태로 코팅되어 있는 발포고분자로 된 폐수처리용 담체.At least one adhesive resin and finely divided activated carbon selected from the group consisting of acrylic resin, ethylene vinyl acetate resin, furan resin, phenol resin, urea resin, melamine resin and polyamide resin are mixed in a weight ratio of 60:40 to 50:50. Carrier for wastewater treatment, which is coated with foamed polymer. 제1항에 있어서, 상기 발포고분자는 스폰지, 폼 또는 부직포 구조로 되어 있으며, 폴리우레탄, 폴리스티렌 및 폴리에틸렌으로 구성된 군으로부터 선택되는 하나의 고분자인 것을 특징으로 하는 폐수처리용 담체.The carrier for wastewater treatment according to claim 1, wherein the expanded polymer has a sponge, foam or nonwoven structure and is one polymer selected from the group consisting of polyurethane, polystyrene and polyethylene. 제1항에 있어서, 상기 미분활성탄은 입자크기가 200메시 이하인 것을 특징으로 하는 폐수처리용 담체.The wastewater treatment carrier according to claim 1, wherein the fine activated carbon has a particle size of 200 mesh or less. 제1항에 있어서, 가로, 세로, 높이가 각각 0.8 내지 2.0㎝인 육면체 형태인 것을 특징으로 하는 폐수처리용 담체.The carrier for wastewater treatment according to claim 1, wherein the carrier has a hexahedron shape having a width, length, and height of 0.8 to 2.0 cm, respectively. (a) 접착성 수지용액과 미분활성탄을 80:20 내지 70:30의 중량비로 혼합하여 슬러리를 형성하는 단계. (b) 발포고분자를 상기 슬러리로 코팅한 다음 열처리하여 상기 접착성 수지용액 중의 용매성분을 증발시키는 단계 및 (c) 상기 (b)단계에서 얻은 결과물을 성형하는 단계를 포함하는 폐수처리용 담체의 제조방법.(a) mixing the adhesive resin solution with finely divided activated carbon in a weight ratio of 80:20 to 70:30 to form a slurry. (b) coating the expanded polymer with the slurry and then heat-treating to evaporate the solvent component in the adhesive resin solution, and (c) molding the resultant obtained in step (b). Manufacturing method. 제5항에 있어서, 상기 열처리단계에서는 70 내지 95℃에서 2시간 내지 3시간 열처리를 실시하는 것을 특징으로 하는 폐수처리용 담체의 제조방법.The method of claim 5, wherein the heat treatment step of the waste water treatment carrier characterized in that the heat treatment for 2 to 3 hours at 70 to 95 ℃. 제5항에 있어서, 상기 발포고분자는 스폰지, 폼 또는 부직포 구조로 되어 있으며, 폴리우레탄, 폴리스티렌 및 폴리에틸렌으로 구성된 군으로부터 선택되는 하나의 고분자인 것을 특징으로 하는 폐수처리용 담체의 제조방법.The method of claim 5, wherein the foamed polymer has a sponge, foam, or nonwoven structure and is one polymer selected from the group consisting of polyurethane, polystyrene, and polyethylene. 제5항에 있어서, 상기 접착성 수지가 아크릴수지, 에틸렌비닐아세테이트수지, 퓨란수지, 페놀수지, 요소수지, 멜라민수지 및 폴리아미드수지로 구성된 군으로부터 선택되는 적어도 하나의 수지인 것을 특징으로 하는 폐수처리용 담체의 제조방법.The wastewater according to claim 5, wherein the adhesive resin is at least one resin selected from the group consisting of acrylic resin, ethylene vinyl acetate resin, furan resin, phenol resin, urea resin, melamine resin and polyamide resin. Method of producing a carrier for treatment. 제5항에 있어서, 상기 미분활성탄은 입자크기가 200메시 이하인 것을 특징으로 하는 폐수처리용 담체의 제조방법.The method of claim 5, wherein the finely divided activated carbon has a particle size of 200 mesh or less. 제5항에 있어서, 상기 성형단계에서는 상기 (b)단계에서 얻은 결과물을 가로, 세로 높이가 각각 0.8 내지 2.0㎝인 육면체 형태로 성형하는 것을 특징으로 하는 폐수처리용 담체의 제조방법.The method of claim 5, wherein in the forming step, the resultant obtained in the step (b) is molded into a hexahedron having a horizontal and vertical height of 0.8 to 2.0 cm, respectively. 폭기조를 포함하는 폐수처리장치를 이용하여 폐수를 처리하는 방법에 있어서, 상기 폭기조에 제1항 내지 제7항 중 어느 한항의 따른 폐수처링요 담체를 투입한 다음 폐수를 상기 폐수처리장치에 유입시켜 처리하는 과정을 거쳐 세정수를 얻는 것을 특징으로 하는 폐수처리방법.In the method for treating wastewater using a wastewater treatment apparatus including an aeration tank, the wastewater treatment yoyo carrier according to any one of claims 1 to 7 is put into the aeration tank and then the wastewater is introduced into the wastewater treatment apparatus. Waste water treatment method characterized in that the washing water is obtained through a process of treatment. 제11항에 있어서, 상기 담체를 상기 폭기조 용적에 대해 20 내지 40용적
Figure kpo00006
투입하는 것을 특징으로 하는 폐수처리방법.
12. The volume of claim 11, wherein said carrier comprises from 20 to 40 volumes relative to said aeration tank volume.
Figure kpo00006
Waste water treatment method characterized in that the input.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19990073454A (en) * 1999-07-09 1999-10-05 성기달 5) For the treatment of waste water, functional carriers and combined purification tanks using them
KR20030074063A (en) * 2002-03-09 2003-09-19 김임석 Method of a sewage, waste water disposal

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100312257B1 (en) * 1999-05-20 2001-11-03 양금모 A method of manufacturing for specific gravity controlled fluidizing carriers for biological wastewater treatment
KR20010016525A (en) * 2000-12-04 2001-03-05 성기달 Technology for cleaning river equipped with bio carrier filter
KR100472005B1 (en) * 2002-09-03 2005-03-10 재단법인 포항산업과학연구원 Polyurethane foam for biological wastewater treatment and method of manufactoring the same
KR20040025276A (en) * 2002-09-19 2004-03-24 (주) 일진프라임 Dust/water collecting filter and manufacturing method thereof
KR100682838B1 (en) * 2005-12-26 2007-02-15 대한민국 Method of coating treatment of content remaining material
KR100789275B1 (en) * 2006-11-30 2008-01-02 삼성엔지니어링 주식회사 An apparatus for treating highly concentrated organic waste water and a method for treating highly concentrated organic waste water using the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5584591A (en) * 1978-12-21 1980-06-25 Kubota Ltd Waste water treatment apparatus
KR960008086B1 (en) * 1993-09-27 1996-06-19 송승구 Method for production of microbe contact

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5584591A (en) * 1978-12-21 1980-06-25 Kubota Ltd Waste water treatment apparatus
KR960008086B1 (en) * 1993-09-27 1996-06-19 송승구 Method for production of microbe contact

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19990073454A (en) * 1999-07-09 1999-10-05 성기달 5) For the treatment of waste water, functional carriers and combined purification tanks using them
KR20030074063A (en) * 2002-03-09 2003-09-19 김임석 Method of a sewage, waste water disposal

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