KR20010000210A - Biological filter for deodorizing and removing volatile organic components - Google Patents

Biological filter for deodorizing and removing volatile organic components Download PDF

Info

Publication number
KR20010000210A
KR20010000210A KR1020000047959A KR20000047959A KR20010000210A KR 20010000210 A KR20010000210 A KR 20010000210A KR 1020000047959 A KR1020000047959 A KR 1020000047959A KR 20000047959 A KR20000047959 A KR 20000047959A KR 20010000210 A KR20010000210 A KR 20010000210A
Authority
KR
South Korea
Prior art keywords
biofilter
volatile organic
vocs
microorganisms
organic substances
Prior art date
Application number
KR1020000047959A
Other languages
Korean (ko)
Other versions
KR100320742B1 (en
Inventor
최혁
길대수
박홍기
빈정인
권성현
김중균
이민규
이병헌
Original Assignee
이병헌
조이엔텍 주식회사
임범관
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 이병헌, 조이엔텍 주식회사, 임범관 filed Critical 이병헌
Priority to KR1020000047959A priority Critical patent/KR100320742B1/en
Publication of KR20010000210A publication Critical patent/KR20010000210A/en
Application granted granted Critical
Publication of KR100320742B1 publication Critical patent/KR100320742B1/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D53/00Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
    • B01D53/34Chemical or biological purification of waste gases
    • B01D53/74General processes for purification of waste gases; Apparatus or devices specially adapted therefor
    • B01D53/84Biological processes
    • B01D53/85Biological processes with gas-solid contact
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D53/00Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
    • B01D53/34Chemical or biological purification of waste gases
    • B01D53/346Controlling the process
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2251/00Reactants
    • B01D2251/95Specific microorganisms
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
    • Y02A50/20Air quality improvement or preservation, e.g. vehicle emission control or emission reduction by using catalytic converters

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Biomedical Technology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Analytical Chemistry (AREA)
  • General Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Molecular Biology (AREA)
  • Treating Waste Gases (AREA)

Abstract

PURPOSE: A biofilter for removal of odor and VOCs from flue gas is provided which shows stable removal efficiency under the wide range of loading and flow-rate conditions. The application of the biofilter is also expected to require less reactor volume and shorter acclimation period than the conventional biofilter. CONSTITUTION: Media are composed of charcoal, polyurethane, and igneous rocks which are produced in Korea and have the diameter of 12-17mm. Seeded microorganisms are Thiobacillus sp. and Bacillus sp.. The process is composed of pretreatment equipment, humidifying equipment, and biofilter as shown in the drawing. Particulate matters are removed from flue gas and the temperature of gas is controlled in order to acquire proper conditions for the next treatment steps by pretreatment equipment. Afterward humidifying equipment supply microorganisms moisture. Actually odor and VOCs are removed by attached microorganisms at biofilter. The currents of flue gas in the biofilter can be downflow (a3) or upflow (b3). It can be achieved to obtain good and stable removal efficiency of 99.9% or higher under high loading-rate and various flow-rate conditions by the process. Therefore, the size of biofilter can be reduced to the half of the conventional biofilter. It can also be achieved to reduce the acclimation period from 1-3 months of conventional biofilter to 15 days.

Description

악취 및 휘발성 유기물질(VOCs) 제거를 위한 바이오필터{Biological filter for deodorizing and removing volatile organic components}Biofilter for deodorizing and removing volatile organic components

본 발명은 악취 및 휘발성 유기물질(VOCs) 제거를 위한 바이오필터에 관한 것으로서, 더욱 상세히는 각종 산업현장에서 발생하는 넓은 범위의 운전조건(저농도 고유량, 고농도 저유량)에서 안정적인 악취 및 휘발성 유기물질(VOCs)을 효율적으로 처리할 수 있는 바이오필터를 제공하여 사업장에서 발생되는 대기오염을 저감시키고자 한 악취 및 휘발성 유기물질 제거를 위한 바이오필터를 제공코자 하는 것이다.The present invention relates to a biofilter for removing odors and volatile organic substances (VOCs), and more particularly, stable odors and volatile organic substances in a wide range of operating conditions (low concentration high flow rate, high concentration low flow rate) generated in various industrial sites. It is to provide biofilters to remove odors and volatile organic substances to reduce air pollution generated at the workplace by providing biofilters that can efficiently process VOCs.

종래 악취 및 휘발성 유기물질 제거를 위해서는 물리화학적인 방법으로 직접·촉매연소, 습식세정 및 활성탄흡착 등이 있고, 생물학적 처리방법으로는 토양, 콤포스트, 피트, 목탄 및 다양한 유기/무기 재료를 담체로 하여 충진 담체에 서식하는 미생물에 의해 악취 및 유기물질을 제거하는 바이오필터 기술이 개발되고 있다.In order to remove odors and volatile organic substances, physicochemical methods include direct and catalytic combustion, wet cleaning, and activated carbon adsorption, and biological treatment methods include soil, compost, pit, charcoal, and various organic / inorganic materials as carriers. Biofilter technology has been developed to remove odors and organic substances by microorganisms inhabiting the filling carrier.

상기 전자인 물리화학적인 처리법은 연속적인 운전비용이 소요되고 2차 오염물질이 생성되는 단점이 있다.The electron physicochemical treatment method has a disadvantage in that it takes a continuous operation cost and generates secondary pollutants.

그리고 후자인 생물학적 처리법은 충진탑내의 압력강하 문제가 발생되어 큰 처리용량이 필요하며, 운전시 역세작업이 필요한 문제점이 있다.In the latter biological treatment method, a problem of pressure drop in the filling tower is generated, which requires a large treatment capacity, and a backwashing operation is required during operation.

또한 생물학적 처리법은 충진 담체의 물리적인 특성, 접종하는 종균, 폐가스와의 접촉방식 등이 처리효율에 큰 영향을 미친다.In addition, the biological treatment method, the physical properties of the filling carrier, the seed inoculation, the contact method with the waste gas, and the like have a great effect on the treatment efficiency.

즉, 상기한 바와 같은 종래 기술이 갖는 단점을 요약하면;That is, to summarize the disadvantages of the prior art as described above;

① 설치면적의 과다 소요: 토양을 비롯한 콤포스트, 피트, 목탄 등의 유기재료를 사용할 경우 낮은 공기 투과율로 인하여 저농도 고유량 배가스를 처리 할 경우 바이오필터의 큰 체적이 필요하다.① Excessive installation area: When using organic materials such as soil, compost, pit, charcoal, etc., due to low air permeability, large volume of biofilter is required when low concentration high flow rate flue gas is treated.

② 압력손실의 증가와 역세척 필요: 기존 담체의 경우 운전연수 경과에 따른 노화현상 및 충진시 낮은 공극율로 인해 운전에 따른 바이오필터내 압력손실의 증가로 주기적인 역세척이 필요하여 추가적인 장치(역세장비)의 설치와 과도한 폐수의 발생을 야기한다.② Increased pressure loss and need backwashing: Existing carriers require periodic backwashing due to the increase in pressure loss in the biofilter due to aging and low porosity during filling. Equipment) and excessive waste water generation.

③ 초기 적응시간 과다 소요: 일반적으로 활성슬러지를 탈취 미생물의 균주로 사용할 경우 초기 운전에 필요한 적응기간이 1∼3개월이 소요됨으로써 현장 운전이 지연된다.③ Excessive initial adaptation time: In general, when activated sludge is used as a strain of deodorizing microorganisms, the on-site operation is delayed because the adaptation period required for initial operation takes 1-3 months.

④ 저농도·고유량에서의 처리효율 불안정: 현장에서 발생되는 악취의 특성인 저농도·고유량의 조건에서 장기간 운전시 담체의 노화현상과 충진 미생물의 일정한 유지 곤란 및 악취 성분의 확산과 분해속도가 낮음으로써 처리효율이 불안정한 단점을 가지고 있었던 것이다.④ Unstable treatment efficiency at low concentration and high flow rate: aging of carriers and difficulty in maintaining constant packing microorganisms during long-term operation under low concentration and high flow rate characteristics of odor generated in the field and low diffusion and decomposition rate of odor components As a result, the processing efficiency was unstable.

이에 본 발명에서는 종래의 생물학적 처리법에 비하여 넓은 범위의 오염부하 및 유량부하에 대하여 높은 처리효율을 가지며, 유입 폐가스의 농도변화와 가스 유량 변화에 안정적인 특징을 가지는 악취 및 휘발성 유기물질(VOCs) 제거를 위한 바이오필터를 제공함에 발명의 기술적 과제를 두고 본 발명을 완성한 것이다.Therefore, the present invention has a high treatment efficiency for a wide range of pollution loads and flow loads compared to the conventional biological treatment method, and removes odors and volatile organic substances (VOCs) having stable characteristics to the change of the concentration of the incoming waste gas and the change of gas flow rate. In order to provide a biofilter for the present invention, the present invention has been completed.

도 1은 본 발명의 담체사진(일반사진, 전자현미경담체)Figure 1 is a carrier photograph of the present invention (general photograph, electron microscope carrier)

도 2는 본 발명의 미생물사진Figure 2 is a microbial picture of the present invention

도 3A는 본 발명의 적용 운전 모식도로서 하향류 흐름인 경우이며3A is a schematic diagram illustrating the application of the present invention in the case of a downflow flow.

도 3B는 본 발명의 적용 운전 모식도로서 상향류 흐름인 경우3B is a schematic diagram illustrating the application of the present invention in the case of upflow flow.

도 4는 본 발명의 바이오필터에서 악취 및 휘발성 유기물질의 제거기작Figure 4 is a mechanism for removing odor and volatile organic substances in the biofilter of the present invention

도 5는 공간속도에 따른 각 바이오필터 종류별 제거효율 및 본 발명의 제거5 is the removal efficiency and removal of the present invention for each biofilter type according to the space velocity

효율을 나타낸 도표Chart showing efficiency

■ 도면의 주요부분에 사용된 부호의 설명 ■■ Explanation of symbols used in main part of drawing ■

1:전처리기 2:증습기1: preprocessor 2: vaporizer

3:바이오필터3: Bio filter

이하 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail.

본 발명은 악취 및 휘발성 유기물질(VOCs)을 제거하기 위한 바이오필터로 충진하는 담체와 미생물로 구성되어 있다.The present invention consists of a carrier and a microorganism filled with a biofilter for removing odors and volatile organic substances (VOCs).

상기 담체는 제주도에 산재해 있는 화산석으로 입자크기 12∼17mm, 겉보기 비중 2.17 g/cm3, 함수율 46.52 %(w/w)의 것을 이용한다. 제품의 특성을 나타내기 위해 도 1에 일반사진과 전자현미경 사진을 첨부하였다.The carrier is a volcanic stone dispersed in Jeju Island, the particle size of 12 ~ 17mm, apparent specific gravity 2.17 g / cm 3 , the water content of 46.52% (w / w) is used. In order to show the characteristics of the product, a general photograph and an electron microscope photograph are attached to FIG. 1.

그리고 악취 및 휘발성 유기물질을 효과적으로 제거하기 위한 미생물은 Thiobacillus sp.와 Bacillus sp.를 적용한다. 이들 미생물의 현미경 사진을 도 2에 첨부하였다.The microorganisms to effectively remove odors and volatile organic substances are Thiobacillus sp. And Bacillus sp. Micrographs of these microorganisms are attached to FIG. 2.

제주도 화산석을 충진 담체로 하여 Thiobacillus sp.와 Bacillus sp.를 식종한 바이오필터의 운전모식도를 도 3에 나타내었다.Figure 3 shows the operation diagram of the biofilter planted with Thiobacillus sp. And Bacillus sp.

바이오필터를 적용하기 위해서는 전처리기(1), 증습기(2) 등의 부대설비가 필요하다. 상기 전처리기(1)는 악취 및 휘발성 유기물질(VOCs) 성분을 포함한 배가스의 온도조절 및 배가스내 존재하는 입자상 오염물질을 제거한다.In order to apply the biofilter, additional equipment such as a preprocessor (1) and a humidifier (2) is required. The pretreatment 1 removes particulate contaminants present in the exhaust gas and temperature control of the exhaust gas including odor and volatile organic substances (VOCs).

그리고 증습기(2)는 유입가스의 상대습도를 과포화 시킨 후 반응기로 유입하여 미생물에게 적절한 수분을 공급해 주는 장치로 접촉면적이 넓은 플라스틱 담체를 충진비율(부피비) 80%로 하여 처리 가스량의 1~2.5%의 비율로 연속 살수하여 하부로 유입된 가스를 증습 시킨 후 상부로 배출하여 반응기로 유입시킨다. 증습기는 바이오필터의 1/3∼1/5 크기로 설계한다.The humidifier (2) is a device that supersaturates the relative humidity of the inlet gas and enters the reactor to supply appropriate moisture to the microorganisms. Continuous spraying at a rate of 2.5% to intensify the gas introduced into the lower part and then discharged to the upper part to flow into the reactor. The humidifier is designed to be 1/3 to 1/5 the size of a biofilter.

상기 바이오필터는 배가스 중의 악취 및 휘발성 유기물질(VOCs)은 담체 표면에 부착 성장하는 미생물에 흡수, 흡착되어 생물학적 산화반응에 의해 제거하는 장치이다.The biofilter is a device that absorbs and adsorbs odors and volatile organic substances (VOCs) in the exhaust gas to a microorganism growing on the surface of a carrier and is removed by a biological oxidation reaction.

그리고 바이오필터에 충진하는 담체(media)는 비표면적이 넓고, 경도가 높으며, 충진후 일정한 공극율을 가져야 한다.The media filled in the biofilter should have a large specific surface area, high hardness, and have a constant porosity after filling.

상기 담체는 반응조 용량에 대하여 50%로 충진하여, 충진탑의 공극율을 50%로 하여, 바이오필터의 공간속도를 60~720/hr의 범위에서도 운전이 가능하게 하여 고유량의 배가스 조건에서 낮은 압력손실을 유지할 수 있다.The carrier is filled at 50% of the capacity of the reactor, the porosity of the filling tower is 50%, and the space velocity of the biofilter can be operated even in the range of 60 to 720 / hr. You can keep the loss.

토양탈취의 경우 공간속도 50/hr에서 낮은 공기투과율로 인해 탈취가 불가능하며, 피트의 경우 200/hr에서 50%정도의 제거효율로 급격히 떨어진다.Soil deodorization is impossible due to low air permeability at the space velocity of 50 / hr, and pit drastically drops to 50% removal efficiency at 200 / hr.

국내외 개발된 세라믹 담체의 경우 저농도 조건에서 대체로 높은 제거효율을 보이지만 화산석을 이용할 경우 농도변화(30∼300ppmv)와 공간속도(60∼360/hr)에 무관하게 99.9%이상의 제거효율을 갖는다.Ceramic carriers developed at home and abroad show high removal efficiency at low concentration, but volcanic stone has more than 99.9% removal efficiency regardless of concentration change (30 ~ 300ppm v ) and space velocity (60 ~ 360 / hr).

본 발명의 바이오필터에 사용되는 미생물은 황성분 및 휘발성 유기물질 (VOCs)에 대한 산화력이 높은 Thiobacillus sp.와 Bacillus sp.를 식종한 뒤, 15일 정도의 초기운전기간 경과 후 안정적인 처리효율을 유지할 수 있다.The microorganism used in the biofilter of the present invention can maintain a stable treatment efficiency after the initial operation period of about 15 days after planting Thiobacillus sp. And Bacillus sp., Which are highly oxidizing to sulfur and volatile organic substances (VOCs) have.

이들 미생물에 의해 유황화합물은 황산염, 질소화합물은 질산염, 탄소화합물은 탄산가스로 물에 분해되어 무취화 되고, 이산화탄소로 제거된다.By these microorganisms, sulfur compounds are sulphates, nitrogen compounds are nitrates, and carbon compounds are decomposed into water with carbon dioxide and are odorless and are removed with carbon dioxide.

미생물은 산소를 이용한 산화반응을 통하여 벤젠, 톨로엔, 자일렌 등의 휘발성 유기물질(VOCs)을 완전 분해하여 에너지원과 개체증식 이산화탄소로 전환한다.Microorganisms completely decompose volatile organic substances (VOCs) such as benzene, toloene and xylene and convert them into energy sources and individual carbon dioxide through oxidation using oxygen.

이와 같이 산화반응의 최종생성물질은 H2O와 CO2이므로 타 공정의 문제점이던 2차 오염물질 배출도 효과적으로 해결된다.As such, the final products of the oxidation reaction are H 2 O and CO 2, so that secondary pollutant emissions, which are problems of other processes, are effectively solved.

충진 담체 표면에 생물막(Biofilter)을 형성하며 서식하는 이들 미생물이 악취물질 및 휘발성 유기물질(VOCs)을 제거하는 기작은 도 4와 같다. 또한 주요 악취물질 및 휘발성 유기물질(VOCs)의 이러한 산화분해반응은 아래와 같다.The mechanism by which these microorganisms that form and form biofilters on the surface of the filling carrier to remove odorous substances and volatile organic substances (VOCs) is shown in FIG. 4. In addition, these oxidative decomposition reactions of major malodorous substances and volatile organic substances (VOCs) are as follows.

- 악취물질-Odorous substances

- 휘발성 유기물질(Volatile Organic Component : VOCs)-Volatile Organic Component (VOCs)

바이오필터 운전 중 발생되는 압력손실은 외국 장치의 경우 공간속도 200/hr에서 20∼45mmH2O가 발생하지만, 본 발명의 바이오필터에서는 공간속도 240/hr에서 5mmH2O로 극히 낮아 별도의 역세척 장치나 추가적인 동력비가 요구되지 않는다.Pressure loss occurring in the biofilter is operating, if a foreign device is 20~45mmH 2 O occurs in a space velocity of 200 / hr, but extremely low in the biofilters of the present invention at a space velocity of 240 / hr to 5mmH 2 O separate backwashing No equipment or additional power costs are required.

이상과 같은 본 발명은 다음과 같은 다수의 효과를 제공하게 된다.The present invention as described above will provide a number of effects as follows.

① 악취성분 및 휘발성 유기물질(VOCs)을 함유한 배가스를 배출하는 사업장에서 기존의 외국기술 도입에 따른 경제적 부담을 해소하고 설치비와 운전비의 감소(외국기술 도입에 비해 1/3∼1/5)로 경제적이면서도 효과적이며, 안정적인 처리가 가능하다.① Eliminate the economic burden of introducing existing foreign technology and reduce installation and operation costs in workplaces that emit odorous gases and volatile organic substances (VOCs) (1/3 to 1/5 compared to introducing foreign technologies). It is economical, effective, and stable.

② 높은 농도부하 및 유량부하 변동에서 99.9% 이상의 안정적인 처리효율을 가짐으로써 토양탈취의 1/200, 기존 바이오필터의 1/2 이하의 적은 시설용량을 적용할 수 있다.② It has a stable treatment efficiency of more than 99.9% at high concentration loads and flow load fluctuations, so it is possible to apply a small capacity of less than 1/200 of soil deodorization and less than 1/2 of existing biofilters.

③ 악취 물질 및 휘발성 유기물질(VOCs) 처리성능이 우수한 미생물을 부착 성장시킴으로써, 현장에서 발생되는 여러 악취성분 및 휘발성 유기물질(VOCs)에 대하여 빠른 순응기간이 소요됨으로써 초기운전기간이 짧다.③ By attaching and growing microorganisms with excellent treatment performance of odorous substances and volatile organic substances (VOCs), initial accelerating period is shortened by fast acclimation period for various odorous substances and volatile organic substances (VOCs) generated in the field.

④ 안정적인 법규 준수가 가능하다.④ Stable compliance with regulations is possible.

⑤ 본 발명의 악취 및 휘발성 유기물질(VOCs)제거 사례는 다음의 표 1,2와 같다.⑤ Examples of the removal of odors and volatile organic substances (VOCs) of the present invention are shown in Tables 1 and 2 below.

(사례 1) 악취 물질 중 황화수소(H2S) 제거특성(Example 1) Removal of hydrogen sulfide (H 2 S) among odorous substances 운전조건Operating conditions 유입농도(ppmv)Inflow concentration (ppm v ) 유출농도(ppmv)Runoff concentration (ppm v ) 제거효율Removal efficiency 비고Remarks 유입농도변화조건Inflow Concentration Change Conditions 30 - 28030-280 0.1이하0.1 or less 99.9%이상99.9% or more 공탑체류시간 60초60 seconds 공탑체류시간 변화조건Conditions of change of tower stay time 280280 0.1이하0.1 or less 99.9%이상99.9% or more 최대 제거용량Removal capacity 132g H2S-S/㎥·hr132g H 2 SS / ㎥

(사례 2) 휘발성 유기물질 중 톨루엔의 제거특성Example 2 Removal Characteristics of Toluene in Volatile Organic Compounds 운전조건Operating conditions 유입농도(ppmv)Inflow concentration (ppm v ) 유출농도(ppmv)Runoff concentration (ppm v ) 제거효율Removal efficiency 비고Remarks 유입농도 변화조건Inflow Concentration Change Conditions 40 - 110040-1100 0.1 ppmv이하0.1 ppm v or less 99.9%이상99.9% or more 공탑체류시간 60초60 seconds 공탑체류시간 변화조건Conditions of change of tower stay time 600 ppmv 600 ppm v 0.1 ppmv이하0.1 ppm v or less 99.9%이상99.9% or more -- 최대 제거용량Removal capacity 740g /㎥·hr740 g / ㎥ · hr --

참고로 본 발명으로 처리할 수 있는 오염물질 및 배출시설, 배출허용기준 및 본 발명의 배출농도를 하기의 표 3에서 나타내었다.For reference, the pollutants and discharge facilities that can be treated with the present invention, the emission limit and the emission concentration of the present invention are shown in Table 3 below.

오염물질pollutant 배출시설Discharge facility 배출허용기준Emission allowance standard 본 발명의 배출농도Emission Concentration of the Invention 악취물질:황산화물(SO2로서)Odor: Sulfur oxide (as SO 2 ) 가. 일반보일러end. General boiler 540 ppmv이하540 ppm v or less 0.1 ppmv이하0.1 ppm v or less 나. 발전시설I. Power plant 150 ppmv이하150 ppm v or less 다. 금속의 용융, 제련, 열처리시설중 배소로, 용광로, 용선로All. Roasting furnace, smelting furnace, molten iron in metal melting, smelting, heat treatment facilities 300 ppmv이하300 ppm v or less 휘발성유기물질:벤젠화합물Volatile Organic Substances: Benzene Compound 모든 배출시설All outlets 50 ppmv이하50 ppm v or less 20 ppmv이하20 ppm v or less

Claims (2)

악취 및 휘발성 유기물질(VOCs) 성분을 포함한 배가스의 처리를 위한 바이오필터에 충진되는 담체로는 스코리아(Scoria)를 포함한 다공성 화산석, 목탄, 폴리우레탄 재질의 담체를 이용하고,As a carrier filled in the biofilter for the treatment of flue gas containing odor and volatile organic substances (VOCs), a carrier made of porous volcanic stone, charcoal, polyurethane, including Scoria, 식종 미생물로는 Thiobacillus Thiooxoans, Thiobacillus Ferroxidans을 포함한 Thiobacillus sp.와 Bacillus Azopoformans을 포함한 Bacillus sp.를 사용하여, 악취 및 휘발성 유기물질을 포함한 배가스 처리를 위한 바이오필터 내부의 가스 흐름은 상향류 또는 하향류로 흐르게 하는 것을 특징으로 하는 악취 및 휘발성 유기물질(VOCs) 제거를 위한 바이오필터.As planting microorganisms, Thiobacillus sp., Including Thiobacillus Thiooxoans, Thiobacillus Ferroxidans, and Bacillus sp., Including Bacillus Azopoformans, were used. Biofilter for the removal of odor and volatile organic substances (VOCs), characterized in that flowing. 제 1 항에 있어서;The method of claim 1; 상기 바이오필터에 충진되는 담체(media)는 스코리아를 포함한 다공성 화산석, 목탄, 폴리우레탄 재질의 것을 사용하여 반응조 용량에 대하여 40~80%로 충진하고,The carrier (media) filled in the biofilter is filled with 40 ~ 80% of the reactor capacity using a porous volcanic stone, charcoal, polyurethane material, including Sukkorea, 충진탑의 공극율을 40~80%로 하여, 바이오필터의 공간속도를 50~1000/hr의 범위에서도 운전이 가능하게 구성한 것을 특징으로 하는 악취 및 휘발성 유기물질 (VOCs) 제거를 위한 바이오필터.Biofilter for removing odors and volatile organic substances (VOCs), characterized in that the porosity of the filling tower is 40 to 80%, the space velocity of the biofilter can be operated in the range of 50 ~ 1000 / hr.
KR1020000047959A 2000-08-18 2000-08-18 Biological filter for deodorizing and removing volatile organic components KR100320742B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020000047959A KR100320742B1 (en) 2000-08-18 2000-08-18 Biological filter for deodorizing and removing volatile organic components

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020000047959A KR100320742B1 (en) 2000-08-18 2000-08-18 Biological filter for deodorizing and removing volatile organic components

Publications (2)

Publication Number Publication Date
KR20010000210A true KR20010000210A (en) 2001-01-05
KR100320742B1 KR100320742B1 (en) 2002-01-19

Family

ID=19683892

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020000047959A KR100320742B1 (en) 2000-08-18 2000-08-18 Biological filter for deodorizing and removing volatile organic components

Country Status (1)

Country Link
KR (1) KR100320742B1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100456902B1 (en) * 2001-12-26 2004-11-10 주식회사환경과생명 Hydrogen Sulfide Oxidizing bateteria Thiobacillus sp. IW and Biological odor removing method using Thiobacillus sp. IW KCTC 10057 BP
KR100500398B1 (en) * 2002-05-23 2005-07-12 바이오세인트(주) Novel thermophilic microorganisms and biological treatment methods of hot waste gases using the same
KR100513165B1 (en) * 2002-09-04 2005-09-09 제주대학교 산학협력단 Removal methood of nitrogen oxides in exhaust gas using scoria and non-thermal plasma
KR100560096B1 (en) * 2004-11-12 2006-03-10 토우건설 주식회사 Making method of porous object that raise waste water disposal efficiency and the object thereof
KR100906900B1 (en) * 2007-07-25 2009-07-08 현대자동차주식회사 Methods for Removing NOx by using biofilter
CN113975963A (en) * 2021-11-25 2022-01-28 四川天华富邦化工有限责任公司 Biological treatment process for VOCs

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101241546B1 (en) * 2011-02-15 2013-03-11 이화여자대학교 산학협력단 Novel Sphingomonas sp. strain and method for decomposition methane or compounds inducing malodor using the same
KR101264744B1 (en) 2011-03-24 2013-05-14 (주)휴럼 Manufacturing Method of Fermented Media using CHEJU Scoria and Nutriculture Method and Functional Materials for Preventing and Treating of Thereof Manufacturing

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR970001240A (en) * 1996-10-25 1997-01-21 오세동 Volcanic stone contact material for sewage treatment
KR20000012740A (en) * 1999-12-22 2000-03-06 류희욱 Biofilter Apparatus and Method for Treatment of Waste Gases

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100456902B1 (en) * 2001-12-26 2004-11-10 주식회사환경과생명 Hydrogen Sulfide Oxidizing bateteria Thiobacillus sp. IW and Biological odor removing method using Thiobacillus sp. IW KCTC 10057 BP
KR100500398B1 (en) * 2002-05-23 2005-07-12 바이오세인트(주) Novel thermophilic microorganisms and biological treatment methods of hot waste gases using the same
KR100513165B1 (en) * 2002-09-04 2005-09-09 제주대학교 산학협력단 Removal methood of nitrogen oxides in exhaust gas using scoria and non-thermal plasma
KR100560096B1 (en) * 2004-11-12 2006-03-10 토우건설 주식회사 Making method of porous object that raise waste water disposal efficiency and the object thereof
KR100906900B1 (en) * 2007-07-25 2009-07-08 현대자동차주식회사 Methods for Removing NOx by using biofilter
CN113975963A (en) * 2021-11-25 2022-01-28 四川天华富邦化工有限责任公司 Biological treatment process for VOCs

Also Published As

Publication number Publication date
KR100320742B1 (en) 2002-01-19

Similar Documents

Publication Publication Date Title
Revah et al. Methods of odor and VOC control
US5747331A (en) Process and apparatus for the purification of gases
Barbusiński et al. Use of biological methods for removal of H2S from biogas in wastewater treatment plants–a review
CN111228984B (en) Odor collecting and treating method and device for sewage treatment plant
KR100276156B1 (en) Two way directional biological trickling air biofilter system
EP2767585A1 (en) Microbiological method of H2S removal from biogas
Chung et al. Operational characteristics of effective removal of H2S and NH3 waste gases by activated carbon biofilter
KR100320742B1 (en) Biological filter for deodorizing and removing volatile organic components
CN101961595A (en) Desulfurization-high temperature biological deodorization method for foul smell waste gas produced by sludge treatment
EP0186925B1 (en) Method for the biological purification of contaminated gases
Yani et al. Ammonia gas removal characteristics using biofilter with activated carbon fiber as a carrier
JP3802161B2 (en) Biological treatment of malodorous gases
Park et al. Biodegradation of toluene by a lab-scale biofilter inoculated with Pseudomonas putida DK-1
KR100267632B1 (en) Method for removing volatile organic componets, hydrogen sulfide and ammonia gas employing biological filter system with immobilized microorganisms
Chen et al. Biological removal of air loaded with a hydrogen sulfide and ammonia mixture
CN2420057Y (en) Biological deodorizer for gap water showering packed tower
CN101773782A (en) ACF/O3 co-oxidation processing method for waste gas comprising C2H6S
KR100481287B1 (en) Odor treatment equipment using vermiculite and process using thereof
CN208493766U (en) A kind of bio-trickling membrane bioreactor handling organic exhaust gas
Lim et al. Transient behavior of biofilter inoculated with Thiobacillus sp. IW to treat waste-air containing hydrogen sulfide
KR100436984B1 (en) Waste gas treatment system including odor and VOC
KR200234668Y1 (en) Waste gas treatment system including odor and VOC
Shimko et al. Biochemical methods of freeing gas-air mixtures from sulfur containing compounds
Sundari et al. A Review of Parameters, Performance Models, And Applications of Biofiltration Technology In Reducing H2S Compounds In The Air
KR20020042883A (en) Biofilter and biofilter system employing the same

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
G15R Request for early opening
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
J204 Request for invalidation trial [patent]
J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION REQUESTED 20040408

Effective date: 20050826

J2X1 Appeal (before the patent court)

Free format text: INVALIDATION

J202 Request for trial for correction [limitation]
EXTG Extinguishment
J302 Written judgement (patent court)

Free format text: JUDGMENT (PATENT COURT) FOR INVALIDATION REQUESTED 20051004

Effective date: 20060607

J301 Trial decision

Free format text: TRIAL DECISION FOR CORRECTION REQUESTED 20051214

Effective date: 20060817