KR20030035962A - Method for disposing of livestock waste water - Google Patents

Method for disposing of livestock waste water Download PDF

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KR20030035962A
KR20030035962A KR1020020065482A KR20020065482A KR20030035962A KR 20030035962 A KR20030035962 A KR 20030035962A KR 1020020065482 A KR1020020065482 A KR 1020020065482A KR 20020065482 A KR20020065482 A KR 20020065482A KR 20030035962 A KR20030035962 A KR 20030035962A
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wastewater
solid
treatment
nitrogen
livestock
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KR100470350B1 (en
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조한재
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(주)피엠지
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • 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
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • 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
    • 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

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  • 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)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

PURPOSE: A treatment method of livestock wastewater is provided, which can reduce plenty of nitrogen by a simple and low cost method without deteriorating activation of nitrifying microorganisms such as nitrosomonas and nitrobacter at the existing facility and enables a steady treatment of wastewater by greatly reducing microorganism load without any seasonal impacts. CONSTITUTION: The treatment method comprises the steps of decomposing and oxidizing ammonia nitrogen by feeding wastewater to aeration tank to raise the pH to more than 10 followed by adjusting to 7.0 to 8.0 to remove organic matter and ammonia nitrogen contained in wastewater; feeding coagulants such as ferric chloride or PAC to the aerated wastewater until the pH of the wastewater is adjusted to pH 4-5 to remove the residual phosphorus and solid; solid/liquid separation; feeding powdery activated carbon to the wastewater to remove colors and suspended solids; and treating the wastewater in biological treatment facilities.

Description

축산폐수의 처리방법 {METHOD FOR DISPOSING OF LIVESTOCK WASTE WATER}Livestock Wastewater Treatment Method {METHOD FOR DISPOSING OF LIVESTOCK WASTE WATER}

본 발명은 축산폐수의 처리방법에 관한 것으로, 더욱 상세하게는 종래의 설비를 이용하여 보다 간단하고 저렴하게 폐수를 처리할 수 있으며, 특히 미생물의 부하를 현저하게 줄여 안정적인 폐수처리를 가능하게 하고, 방류수의 잔류색도 및 부유물질의 제거율을 향상시킬 수 있는 축산폐수의 처리방법에 관한 것이다.The present invention relates to a method for treating livestock wastewater, and more particularly, it is possible to treat wastewater more simply and inexpensively using conventional equipment, and in particular, to significantly reduce the load of microorganisms and to enable stable wastewater treatment. The present invention relates to a method for treating livestock wastewater which can improve the residual color of effluent and removal rate of suspended solids.

수질오염의 여러 원인 중 축산폐수는 전체 폐수발생량의 0.7 %에 불과하나 BOD(생물학적 산소 요구량)로는 8 %에 이른다고 알려져 있다. 축산폐수에 의한 심각한 수질오염을 방지하기 위하여 종래 여러 공법이 도입되어 시행되었으나, 어느 방법도 현행 방류수 기준을 만족시키는 결과를 주지 못하였다.Among the many causes of water pollution, livestock wastewater accounts for only 0.7% of total wastewater, but 8% of BOD (biological oxygen demand) is known. In order to prevent serious water pollution caused by livestock wastewater, various methods have been introduced and implemented. However, none of the methods has satisfied the current effluent standard.

이런 결과를 야기하는 주된 원인은 폐수 중에 총 질소 양이 너무 많기 때문으로 폐수 중에 존재하는 질소를 생물학적으로 제거하기 위해서는 기본적으로 두 단계의 반응이 필요하다. 첫 번째 단계는 암모니아성 질소를 질산성 질소로 산화되는 질산화반응(nitrification)이며, 두 번째 단계는 질산성 질소를 전자수용체로 이용하여 질소가스로 전환시켜 대기 중으로 방출시키는 탈질산화반응(denitrification)이다. 따라서 수중에서의 질소제거는 탈질산화반응이 완료되어 최종적으로 질소가스 상태로 전환됨을 의미하며, 이는 질산화반응이 선행되어야 후속적인 탈질산화반응을 진행시킬 수 있다. 질산화반응에 관여되는 주요 미생물로는 니트로조모나스(nitrosomonas) 및 니트로박터(nitrobacter)이다. 이들은 성장에 필요한 에너지를 무기질소의 산화에 의해 얻기 때문에 독립영양세균으로 분리된다. 니트로조모나스는 암모니아성 질소를 아질산염으로 산화시키며, 니트로박터는 니트로조모나스에 의해 생성된 아질산염을 질산염으로 산화시킨다. 따라서 질산화반응이 완결되기 위해서는 두 가지의 연속적인 반응이 진행되어야 하며, 수처리 과정에서는 니트로조모나스 및 니트로박터 공생을 위한 적절한 환경조건이 충족되어야 한다.The main cause of this result is that the total amount of nitrogen in the wastewater is so high that basically two steps of reaction are necessary to biologically remove the nitrogen present in the wastewater. The first stage is nitrification, in which ammonia nitrogen is oxidized to nitrate nitrogen, and the second stage is denitrification, which converts nitrate nitrogen into nitrogen gas and releases it into the atmosphere. . Therefore, the removal of nitrogen in water means that the denitrification reaction is completed and finally converted to the nitrogen gas state, which can be carried out only after the nitrification reaction is carried out. The major microorganisms involved in nitrification reactions are nitrosomonas and nitrobacter. They are separated into autotrophs because the energy needed for growth is obtained by the oxidation of inorganic nitrogen. Nitrozomonas oxidizes ammonia nitrogen to nitrite, and nitrobacter oxidizes the nitrite produced by nitrozomonas to nitrate. Therefore, in order to complete the nitrification reaction, two successive reactions must be performed, and the appropriate environmental conditions for nitrozomonas and nitrobacter symbiosis must be satisfied in the water treatment.

그러나, 축산폐수 중에는 질소가 BOD에 비하여 상대적으로 많기 때문에 탈질산화반응이 용이하지 않을 뿐만 아니라, 높은 질소농도는 니트로조모나스에 부정적으로 작용하여 질산화반응이 어려워지고 결과적으로 처리수내에는 NH4N, NO2N, 및 NO3N 농도가 높아진다.However, the denitrification reaction is not easy because the nitrogen in the livestock wastewater is relatively higher than that of BOD, and the high nitrogen concentration adversely affects nitrozomonas, making nitrification difficult, and consequently, NH 4 N in the treated water. , NO 2 N, and NO 3 N concentrations increase.

종래의 축산폐수 처리방법으로는 SBR(sequencing batch reactor) 공법, C-SBR 공법 등이 있다. 축산 폐수를 직접 처리하는 SBR 공법은 반응조 내의 과량의 질소(NH4N)에 의한 질산화미생물 저해작용으로 인하여 처리수내에 NH4N가 높고 C/N(COD/TKN)비가 낮기 때문에 탈질이 어려워 처리수에 NO3N가 높아 질소제거효율이 낮다는 문제점이 있다. 또한 부족한 탄소를 주입시키는 C-SBR 공법은 질소제거효율은 우수하나, 폐수처리 기간이 길어진다는 문제점이 있었다.Conventional livestock wastewater treatment methods include sequencing batch reactor (SBR), C-SBR, and the like. The SBR process that directly treats livestock wastewater is difficult to denitrify because of high NH 4 N and low C / N (COD / TKN) ratio in the treated water due to the inhibition of nitrification by the excess nitrogen (NH 4 N) in the reactor. There is a problem that the nitrogen removal efficiency is low because the NO 3 N in the water. In addition, the C-SBR method of injecting insufficient carbon has a problem that the nitrogen removal efficiency is excellent, but the wastewater treatment period is long.

또한 축산폐수 처리방법으로 대한민국 특허 제 254998호는 미생물에 의한 질산화 및 탈질소화 과정 전에 과량의 공기를 주입하여 질소를 암모니아로 전환시켜 제거하는 과량질소 제거단계와 산소의 긴장상태를 유지시켜 미생물에 의한 질산화 단계를 조정하여 탈질효율을 증가시키는 미생물반응단계와 약품주입단계로 이루어진 축산폐수처리방법에 대하여 개시하고 있으나, 이 방법은 미생물처리부하가 여전히 높아 안정적인 폐수처리를 기대하기 어렵다는 문제점이 있다.In addition, as a method for treating livestock wastewater, Korean Patent No. 254998 discloses an excess nitrogen removal step of removing nitrogen by converting nitrogen into ammonia and removing oxygen before nitrification and denitrification by microorganisms, and maintaining a tension state of oxygen. Although it describes a livestock wastewater treatment method consisting of a microbial reaction step and a drug injection step to adjust the nitrification step to increase the denitrification efficiency, this method has a problem that it is difficult to expect stable wastewater treatment due to the high microbial treatment load.

상기와 같은 문제점을 해결하고자, 본 발명은 종래의 설비를 이용하여 보다 질산화미생물의 작용을 저해하지 않고 다량의 질소를 간단하고 저렴하게 제거할 수 있을 뿐만 아니라, 미생물의 부하를 현저하게 줄여 안정적인 폐수처리를 가능하게 하고, 방류수의 잔류색도 및 부유물질의 제거율을 향상시킬 수 있는 축산폐수의 처리방법을 제공하는 것을 목적으로 한다.In order to solve the problems as described above, the present invention can be easily and inexpensively removed a large amount of nitrogen without inhibiting the action of the nitrification microorganisms using conventional equipment, as well as significantly reducing the load of microorganisms stable wastewater It is an object of the present invention to provide a method for treating livestock wastewater which enables the treatment and improves the residual color of the effluent and the removal rate of suspended solids.

상기 목적을 달성하기 위하여, 본 발명은 축산폐수 처리방법에 있어서,In order to achieve the above object, the present invention is a livestock wastewater treatment method,

a) 폐수원수를 폭기조에 투입하여 폐수원수의 pH를 10 이상으로 상승a) Increase the pH of the wastewater to 10 or more by introducing the wastewater into the aeration tank

시켰다가 7.0 내지 8.0으로 조절하여 폐수 중의 유기물 및 암모니After adjusting to 7.0 to 8.0, organic matter and ammonia in wastewater

아성 질소를 분해 및 산화시키는 단계;Decomposing and oxidizing noble nitrogen;

b) 상기 a)단계에서 폭기된 폐수에 응집제를 투입하여 pH가 4 내지 5b) pH is 4 to 5 by adding a flocculant to the waste water aerated in step a)

가 될 때까지 응집시켜 잔류 인과 고형물을 제거하는 단계;Agglomeration until to remove residual phosphorus and solids;

c) 상기 b)단계에서 응집된 폐수를 고액분리하는 단계; 및c) solid-liquid separation of the wastewater aggregated in step b); And

d) 상기 c)단계에서 고액분리된 폐수를 폭기조에 투입하여 미생물로d) the wastewater separated from the solid-liquid separated in step c) into the aeration tank

처리하는 단계Processing steps

를 포함하는 축산폐수의 처리방법을 제공한다.It provides a method for treating livestock wastewater comprising a.

또한 본 발명은 축산폐수 처리방법에 있어서,In addition, the present invention is a livestock wastewater treatment method,

a) 폐수원수를 폭기조에 투입하여 폐수원수의 pH를 10 이상으로 상승a) Increase the pH of the wastewater to 10 or more by introducing the wastewater into the aeration tank

시켰다가 7.0 내지 8.0으로 조절하여 폐수 중의 유기물 및 암모니After adjusting to 7.0 to 8.0, organic matter and ammonia in wastewater

아성 질소를 분해 및 산화시키는 단계;Decomposing and oxidizing noble nitrogen;

b) 상기 a)단계에서 폭기된 폐수에 응집제를 투입하여 pH가 4 내지 5b) pH is 4 to 5 by adding a flocculant to the waste water aerated in step a)

가 될 때까지 응집시켜 잔류 인과 고형물을 제거하는 단계;Agglomeration until to remove residual phosphorus and solids;

c) 상기 b)단계에서 응집된 폐수를 고액분리하는 단계; 및c) solid-liquid separation of the wastewater aggregated in step b); And

d) 상기 c)단계에서 고액분리된 폐수에 분말활성탄을 투입하여 잔류d) the powder activated carbon remaining in the solid-liquid wastewater separated in step c)

색도 및 부유물질을 제거하는 단계; 및Removing chromaticity and suspended solids; And

e) 상기 d)단계에서 고액분리된 폐수를 폭기조에 투입하여 미생물로e) the wastewater separated from the solid-liquid separated in step d) into the aeration tank

처리하는 단계Processing steps

를 포함하는 축산폐수의 처리방법을 제공한다.It provides a method for treating livestock wastewater comprising a.

이하 본 발명을 상세하게 설명한다.Hereinafter, the present invention will be described in detail.

본 발명자들은 축산폐수의 처리에 있어서, 다량의 질소를 제거할 수 있으며, 미생물의 활성을 극대화시킬 수 있는 방법에 대하여 연구하던 중, 폐수원수를 폭기조에 투입하여 폐수원수의 pH를 10 이상으로 상승시켰다가 7.0 내지 8.0으로 조절한 후, 여기에 응집제를 투입하여 pH가 4 내지 5가 될 때까지 응집시키고, 고액분리한 다음, 폭기조에 투입하여 미생물로 처리한 결과, 안정적이고 높은 효율로 폐수를 처리할 수 있을 뿐만 아니라, 방류수의 잔류색도 및 부유물질의 제거율이 현저히 향상됨을 확인하고, 이를 토대로 본 발명을 완성하게 되었다.In the treatment of livestock wastewater, the present inventors were able to remove a large amount of nitrogen, and while researching a method for maximizing the activity of microorganisms, the wastewater was introduced into an aeration tank to raise the pH of the wastewater to 10 or more. After adjusting to 7.0 to 8.0, a flocculant was added thereto to coagulate until the pH was 4 to 5, solid-liquid separation, and then put into an aeration tank and treated with microorganisms. In addition to being able to process, it was confirmed that the residual color of the effluent and the removal rate of the suspended solids were significantly improved, and based on this, the present invention was completed.

본 발명의 축산폐수 처리방법은 폐수원수를 폭기조에 투입하여 폐수원수의 pH를 10 이상으로 상승시켰다가 7.0 내지 8.0으로 조절하여 폐수 중의 유기물 및 암모니아성 질소를 분해 및 산화시킨 후, 여기에 응집제를 투입하여 pH가 4 내지 5가 될 때까지 응집시켜 잔류 인과 고형물을 제거하고, 고액분리한 다음, 폭기조에 투입하여 폭기조 처리액에 포함된 미생물의 내생호흡 작용에 의해 질소를 제거하는 것을 특징으로 한다.In the livestock wastewater treatment method of the present invention, the wastewater source water is introduced into the aeration tank to increase the pH of the wastewater source to 10 or more, and then adjusted to 7.0 to 8.0 to decompose and oxidize organic matter and ammonia nitrogen in the wastewater, and then a flocculant is added thereto. It is characterized by removing the phosphorus and solids by adding agglomerated until the pH is 4 to 5, separating the solids and solid-liquid separation, and then put into an aeration tank to remove nitrogen by the endogenous breathing action of the microorganisms contained in the aeration tank. .

본 발명의 축산폐수의 처리방법을 자세히 설명하면 다음과 같다.The treatment method of the livestock wastewater of the present invention will be described in detail as follows.

a) 폐수원수를 폭기조에 투입하여 pH를 조절(pH 10 이상 → pH 7~8)하는 단계a) adjusting the pH by adding wastewater to the aeration tank (pH 10 or higher → pH 7 ~ 8)

본 단계는 폐수원수를 폭기조에 투입하여 폭기를 통하여 폐수원수의 pH를 10 이상으로 상승시켰다가 7 내지 8로 하강시키는 단계이다. 상기 폭기를 통한 pH의 조절을 통하여 폐수 중에 포함되어 있는 유기물 및 암모니아성 질소를 분해 및 산화시킬 수 있다.In this step, the wastewater source water is introduced into the aeration tank to raise the pH of the wastewater source to 10 or more through aeration and then lower it to 7-8. By adjusting the pH through the aeration can be decomposed and oxidized organic matter and ammonia nitrogen contained in the waste water.

상기 폐수원수는 스크린을 통하여 침전물이 제거된 원수인 것이 바람직하다. 폐수원수 폭기를 통하여 폐수원수에 존재하는 암모니아성 질소는 암모니아로 전환되어 제거된다. 폭기는 pH가 10 이상까지 상승시켰다가 pH가 7 내지 8이 될 때까지 실시하는 것이 바람직하며, 더욱 바람직하게는 7.5 내지 8이 될 때까지 실시하는 것이다. 통상적으로 pH가 상기 범위로 될 때까지 걸리는 기간은 5일 정도이다. 상기 폭기를 통하여 상승된 폐수원수의 pH가 10 이상으로 상승되지 않을 경우에는 폭기를 통하여 제거되는 암모니아성 질소의 양이 너무 적게 된다는 문제점이 있다. 또한 하강된 폐수원수의 pH가 8을 초과할 경우에는 미생물 처리시 처리효율이 저하된다는 문제점이 있으며, 7 미만일 경우에는 폭기에 따른 유기물 및 암모니아성 질소의 제거 효과가 저해되어 과다한 비용과 설비의 대형화를 초래한다는 문제점이 있다.The wastewater source water is preferably raw water from which the precipitate is removed through the screen. The ammonia nitrogen present in the wastewater is converted to ammonia and removed through the wastewater aeration. The aeration is preferably carried out until the pH rises to 10 or more and the pH reaches 7 to 8, more preferably until the pH reaches 7.5 to 8. Typically, the period of time until the pH is in the above range is about 5 days. When the pH of the wastewater source water raised through the aeration is not raised above 10, there is a problem that the amount of ammonia nitrogen removed through the aeration is too small. In addition, when the pH of the lowered wastewater exceeds 8, there is a problem in that the treatment efficiency is lowered when treating microorganisms, and when the pH is lower than 7, the removal effect of organic matter and ammonia nitrogen due to aeration is inhibited, resulting in excessive cost and enlargement of equipment. There is a problem that causes.

b) 응집b) flocculation

본 단계는 상기 폭기된 pH 7 내지 8의 폐수에 응집제를 투입하여 pH가 4 내지 5이 될 때까지 응집시켜 폐수 중에 잔류하는 인과 고형물을 제거하는 단계이다.In this step, a flocculant is added to the aerated wastewater of pH 7 to 8 to aggregate until pH is 4 to 5 to remove phosphorus and solids remaining in the wastewater.

상기 응집제로는 통상의 폐수처리에 사용되는 응집제가 사용되며, 바람직하게는 염화 제2철, 또는 PAC를 사용하는 것이 좋다. 상기 응집제의 투입량은 통상적으로 폐수원수 500 mL에 대하여 3 내지 5 mL로 투입되며, 응집반응 시간은 수분 이내이다.As the flocculant, a flocculant used for normal wastewater treatment is used, and it is preferable to use ferric chloride or PAC. The amount of the flocculant is usually added to 3 to 5 mL with respect to 500 mL of wastewater, and the aggregation time is within a few minutes.

상기 응집제 투입 후 폐수의 pH가 5를 초과할 경우에는 잔류색도 제거와 유기물 제거가 잘 이루어지지 않는다는 문제점이 있으며, 4 미만일 경우에는 약품의 과다주입으로 인한 색도 유발과 약품잔류로 인하여 후처리 공정(폭기를 통한 미생물처리)이 어렵게 된다는 문제점이 있다.If the pH of the wastewater exceeds 5 after the flocculant is added, there is a problem in that residual color removal and organic matter removal are not performed well. If the concentration is less than 4, the post-treatment process may be caused due to the over-injection of chemicals and the residual chemicals. Microbial treatment through aeration) is difficult.

c) 고액분리c) solid-liquid separation

본 단계는 상기 응집처리된 pH 4 내지 5의 폐수에 약품을 처리하여 고액분리하는 단계이다.This step is a step of solid-liquid separation by treating the chemical to the flocculated waste water of pH 4 to 5.

상기 약품은 통상적인 폐수처리에 사용되는 약품이 사용되며, 바람직하기로는 고분자응집제(polymer)를 사용하는 것이다. 상기 약품의 투여량은 폐수 500 mL에 대하여 8 내지 10 mL인 것이 바람직하다.The drug is a drug used in conventional wastewater treatment, and preferably a polymer coagulant. The dosage of the drug is preferably 8 to 10 mL with respect to 500 mL of waste water.

d) 미생물 처리d) microbial treatment

본 단계는 상기 고액분리된 폐수를 폭기조에 투입하여 미생물의 처리를 하는 단계이다.This step is a step of treating the microorganisms by putting the solid-liquid separated wastewater into the aeration tank.

상기 폭기조의 미생물은 폭기조 내에서 활성이 극대화되어 고농도의 유기물과 접촉하여 활발한 물질대사 작용을 통하여 오염물질을 제거한다.The microorganisms in the aeration tank maximize the activity in the aeration tank to remove contaminants through active metabolism in contact with high concentrations of organic matter.

상기 미생물 처리된 폐수는 침전 등 후처리를 통하여 방류된다.The microbial treated wastewater is discharged through post-treatment such as precipitation.

또한 본 발명은 상기 폭기를 통한 미생물 처리 단계에 앞서 고액분리된 폐수에 분말활성탄을 투입하는 단계를 추가로 실시할 수 있다.In addition, the present invention may further perform the step of adding the powdered activated carbon to the solid-liquid separated wastewater prior to the microbial treatment step through the aeration.

상기 분말활성탄은 투입되는 단계에 따라 부유물질의 제거에 큰 영향을 미치며, 고액분리와 폭기를 통한 미생물 처리 단계 사이에 실시되는 것이 가장 바람직하다.The powdered activated carbon has a great influence on the removal of suspended solids depending on the step of being injected, and most preferably, it is performed between the solid-liquid separation and the microbial treatment step through aeration.

상기 분말활성탄을 투입하여 처리한 폐수는 잔류색도 및 부유물질의 제거율을 현저히 향상시킬 뿐만 아니라, 후에 실시되는 폭기를 통한 미생물 처리시 미생물을 안정화시키는 작용을 한다.The wastewater treated with the powder activated carbon is not only significantly improved the residual color and the removal rate of suspended solids, but also stabilizes the microorganisms during microbial treatment through aeration.

본 발명의 처리방법에 따르면 종래의 설비를 이용하여 보다 질산화미생물의 작용을 저해하지 않고 다량의 질소를 간단하고 저렴하게 제거할 수 있을 뿐만 아니라, 미생물의 부하를 현저하게 줄여 안정적인 폐수처리를 가능하게 하고, 방류수의 잔류색도 및 부유물질의 제거율을 향상시킬 수 있다. 또한, 본 발명의 처리방법은 온도변화에 민감하게 반응하지 않아, 계절적인 요인에 크게 영향을 받지 않아 안정적인 효과가 있다.According to the treatment method of the present invention, it is possible to remove a large amount of nitrogen simply and inexpensively without inhibiting the action of nitrifying microorganisms using conventional equipment, and to significantly reduce the load of microorganisms and to enable stable wastewater treatment. In addition, the residual color of the effluent and the removal rate of the suspended solids can be improved. In addition, the treatment method of the present invention does not react sensitively to temperature changes, and is not significantly influenced by seasonal factors, thereby providing a stable effect.

이하, 본 발명의 이해를 돕기 위하여 바람직한 실시예를 제시하나, 하기 실시예는 본 발명을 예시하는 것일 뿐 본 발명의 범위가 하기 실시예에 한정되는 것은 아니다.Hereinafter, preferred examples are provided to help understanding of the present invention, but the following examples are merely to illustrate the present invention, and the scope of the present invention is not limited to the following examples.

[실시예]EXAMPLE

실시예 1Example 1

축산폐수 원수를 스크린을 통하여 고형물을 일차 분리한 후, 저류조에 넣은 후 폭기장치를 통하여 폭기를 시켰다. 폭기는 폐수의 pH가 10까지 상승하였다가 8.0이 될 때까지 실시하였으며, 기간은 5일이었다. 폭기 후 응집제로 염화 제2철 4 mL를 사용하여 폐수의 pH가 4.0이 될 때까지 응집반응을 시켰다. 상기 응집제 처리 후 폐수를 고분자응집제 9 mL로 약품처리하였다. 이 후 약품처리된 폐수를 미생물반응조에서 PACT 공법을 병행하여 48시간 미생물 처리한 다음 미생물을 분리하여 최종 방류수를 얻었다.After separating the solids from the livestock wastewater through the screen, they were placed in a storage tank and aerated through the aeration system. The aeration was carried out until the pH of the wastewater rose to 10 and reached 8.0. The duration was 5 days. After aeration, 4 mL of ferric chloride was used as a flocculant and the flocculation reaction was performed until the pH of the wastewater reached 4.0. After the flocculant treatment, the wastewater was chemically treated with 9 mL of the polymer coagulant. Subsequently, the chemically treated wastewater was treated with microbial reactor in parallel with PACT for 48 hours and then microorganisms were separated to obtain final effluent.

실시예 2Example 2

상기 실시예 1에서 저류조에서의 폭기를 pH가 11이 될 때까지 실시한 것을 제외하고는 실시예 1과 동일한 방법으로 실시하였다.Except that the aeration in the storage tank in Example 1 until the pH was 11 was carried out in the same manner as in Example 1.

실시예 3Example 3

상기 실시예 1에서 응집반응을 pH가 4.5가 될 때까지 실시한 것을 제외하고는 실시예 1과 동일한 방법으로 실시하였다.In the same manner as in Example 1 except that the aggregation reaction in Example 1 was carried out until the pH is 4.5.

실시예 4Example 4

상기 실시예 1에서 고분자응집제로 약품처리한 폐수에 분말활성탄을 투입하여 처리한 후, 폭기를 통한 미생물 처리를 실시한 것을 제외하고는 상기 실시예 1과 동일한 방법으로 실시하였다.Powder activated carbon was added to the wastewater treated with the polymer coagulant in Example 1, followed by treatment, followed by the same method as Example 1 except that the microorganism treatment was performed through aeration.

비교예 1Comparative Example 1

축산폐수 원수를 스크린 처리한 후 폭기를 시키지 않고, 상기 실시예 1에서 사용된 응집제를 같은 양으로 투입한 것을 제외하고는 상기 실시예 1과 동일한 방법으로 폐수를 처리하였다.The wastewater was treated in the same manner as in Example 1, except that the livestock wastewater was not screened and then aerated, and the coagulant used in Example 1 was added in the same amount.

비교예 2Comparative Example 2

상기 실시예 1에서 응집제 투입 후 약품처리를 하지 않고, 바로 미생물처리단계를 진행하여 폐수를 처리하였다.After adding the flocculant in Example 1, the microbial treatment step was performed immediately without chemical treatment to treat wastewater.

비교예 3Comparative Example 3

상기 실시예 1에서 약품처리의 순서를 미생물 처리단계 이후에 진행한 것을 제외하고는 상기 실시예 1과 동일한 방법으로 실시하였다.In Example 1, the procedure of the drug treatment was performed in the same manner as in Example 1 except that the procedure of the microbial treatment was performed after the step.

비교예 4Comparative Example 4

상기 실시예 4에서 분말활성탄 투입을 미생물 처리단계 이후에 실시한 것을 제외하고는 상기 실시예 1과 동일한 방법으로 실시하였다.In Example 4, the powder activated carbon was added in the same manner as in Example 1, except that the microbial treatment was performed after the microbial treatment step.

상기 실시예 4, 및 비교예 4에서 처리된 최종 방류수를 이용하여 BOD, T-N,COD, SS, 및 색도를 측정하고, 그 결과를 하기 표 1에 나타내었다.BOD, T-N, COD, SS, and chromaticity were measured using the final effluent water treated in Example 4 and Comparative Example 4, and the results are shown in Table 1 below.

구분division 실시예 4Example 4 비교예 4Comparative Example 4 1차 폭기→고액분리 후1st Aeration → After Solid Solution 최종처리 후After final treatment BODBOD 120 ppm120 ppm 20 ppm20 ppm 50 ppm50 ppm T-NT-N 140 ppm140 ppm 70~80 ppm70 ~ 80 ppm 700~800 ppm700 ~ 800 ppm SSSS 10~20 ppm10-20 ppm 20 ppm 이하20 ppm or less 50 ppm50 ppm CODCOD 200 ppm200 ppm 70~80 ppm70 ~ 80 ppm 1000 ppm 이상1000 ppm or more 색도Chromaticity -- 5 도 이하5 degrees or less 2000 도2000 degrees

상기 표 1을 통하여, 본 발명의 방법에 따라 처리한 실시예 4의 방류수의 BOD, T-N, SS, 및 COD이 비교예 4의 방류수와 비교하여 우수하며, 청정구역의 축산폐수 처리 기준(BOD: 50 ppm 이하, T-N: 260 ppm 이하, SS: 50 이하)에 적합함을 알 수 있었다. 또한 본 발명에 따른 실시예 4의 방류수는 색도에 있어서도 수돗물 정도의 색도(5 도 이하)를 나타내어 폐수의 잔류색도 제거효과가 우수함을 확인할 수 있었다.Through Table 1, the BOD, TN, SS, and COD of the effluent of Example 4 treated according to the method of the present invention are superior to the effluent of Comparative Example 4, and the livestock wastewater treatment criteria (BOD: 50 ppm or less, TN: 260 ppm or less, SS: 50 or less). In addition, the effluent water of Example 4 according to the present invention showed chromaticity (5 degrees or less) of the tap water level, and thus, it was confirmed that the residual color removal effect of the wastewater was excellent.

본 발명에 따르면, 종래의 설비를 이용하여 보다 질산화미생물의 작용을 저해하지 않고 다량의 질소를 간단하고 저렴하게 제거할 수 있고, 미생물의 부하를 현저하게 줄여 안정적인 폐수처리를 가능하게 하고, 방류수의 잔류색도 및 부유물질의 제거율을 향상시킬 수 있을 뿐만 아니라, 계절적인 요인에 크게 영향을 받지 않아 안정적으로 축산폐수를 처리할 수 있다는 효과가 있다.According to the present invention, it is possible to remove a large amount of nitrogen simply and inexpensively without inhibiting the action of nitrifying microorganisms by using a conventional facility, to significantly reduce the load of microorganisms, to enable stable wastewater treatment, and In addition to improving the residual color and removal rate of suspended solids, there is an effect that the livestock wastewater can be treated stably because it is not significantly affected by seasonal factors.

Claims (3)

축산폐수 처리방법에 있어서,In the livestock wastewater treatment method, a) 폐수원수를 폭기조에 투입하여 폐수원수의 pH를 10 이상으로 상승a) Increase the pH of the wastewater to 10 or more by introducing the wastewater into the aeration tank 시켰다가 7.0 내지 8.0으로 조절하여 폐수 중의 유기물 및 암모니After adjusting to 7.0 to 8.0, organic matter and ammonia in wastewater 아성 질소를 분해 및 산화시키는 단계;Decomposing and oxidizing noble nitrogen; b) 상기 a)단계에서 폭기된 폐수에 응집제를 투입하여 pH가 4 내지 5b) pH is 4 to 5 by adding a flocculant to the waste water aerated in step a) 가 될 때까지 응집시켜 잔류 인과 고형물을 제거하는 단계;Agglomeration until to remove residual phosphorus and solids; c) 상기 b)단계에서 응집된 폐수를 고액분리하는 단계; 및c) solid-liquid separation of the wastewater aggregated in step b); And d) 상기 c)단계에서 고액분리된 폐수를 폭기조에 투입하여 미생물로d) the wastewater separated from the solid-liquid separated in step c) into the aeration tank 처리하는 단계Processing steps 를 포함하는 축산폐수의 처리방법.Livestock wastewater treatment method comprising a. 제 1항에 있어서,The method of claim 1, 상기 b)단계에서 응집제가 염화 제2철, 또는 PAC인 축산폐수의 처리방법.Process for treating livestock wastewater, wherein the coagulant is ferric chloride, or PAC in step b). 축산폐수의 처리방법을 제공한다.Provide a treatment method for livestock wastewater. 또한 본 발명은 축산폐수 처리방법에 있어서,In addition, the present invention is a livestock wastewater treatment method, a) 폐수원수를 폭기조에 투입하여 폐수원수의 pH를 10 이상으로 상승a) Increase the pH of the wastewater to 10 or more by introducing the wastewater into the aeration tank 시켰다가 7.0 내지 8.0으로 조절하여 폐수 중의 유기물 및 암모니After adjusting to 7.0 to 8.0, organic matter and ammonia in wastewater 아성 질소를 분해 및 산화시키는 단계;Decomposing and oxidizing noble nitrogen; b) 상기 a)단계에서 폭기된 폐수에 응집제를 투입하여 pH가 4 내지 5b) pH is 4 to 5 by adding a flocculant to the waste water aerated in step a) 가 될 때까지 응집시켜 잔류 인과 고형물을 제거하는 단계;Agglomeration until to remove residual phosphorus and solids; c) 상기 b)단계에서 응집된 폐수를 고액분리하는 단계; 및c) solid-liquid separation of the wastewater aggregated in step b); And d) 상기 c)단계에서 고액분리된 폐수에 분말활성탄을 투입하여 잔류d) the powder activated carbon remaining in the solid-liquid wastewater separated in step c) 색도 및 부유물질을 제거하는 단계; 및Removing chromaticity and suspended solids; And e) 상기 d)단계에서 고액분리된 폐수를 폭기조에 투입하여 미생물로e) the wastewater separated from the solid-liquid separated in step d) into the aeration tank 처리하는 단계Processing steps 를 포함하는 축산폐수의 처리방법.Livestock wastewater treatment method comprising a.
KR10-2002-0065482A 2001-10-26 2002-10-25 Method for disposing of livestock waste water KR100470350B1 (en)

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CN103992013A (en) * 2014-06-09 2014-08-20 江苏德鑫环保科技有限公司 Method and equipment for treating high-concentration refractory chemical wastewater
CN108275846A (en) * 2018-01-24 2018-07-13 浙江闰土研究院有限公司 A kind of processing method of anthraquinone waste water

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KR100609572B1 (en) * 2004-07-19 2006-08-08 대한민국(관리부서:농촌진흥청) Piggery Slurry Purification System Integrated Composting Biofiltration and Aggregation Process
CN103992013A (en) * 2014-06-09 2014-08-20 江苏德鑫环保科技有限公司 Method and equipment for treating high-concentration refractory chemical wastewater
CN103992013B (en) * 2014-06-09 2015-06-10 江苏德鑫环保科技有限公司 Method and equipment for treating high-concentration refractory chemical wastewater
CN108275846A (en) * 2018-01-24 2018-07-13 浙江闰土研究院有限公司 A kind of processing method of anthraquinone waste water
CN108275846B (en) * 2018-01-24 2020-08-21 浙江闰土研究院有限公司 Anthraquinone wastewater treatment method

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