• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 추계 학술논문 발표대회
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• pp.33-36
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• 2007

In this study, an antibiosis of antimicrobial mortar developed to reduce biochemical corrosion of sewage facilities concrete was evaluated. First, artificial acceleration test reflecting similarly biochemical corrosion of mortar was developed. Antimicrobial mortar specimen were experimented in this test and antibiosis of it was evaluated by SEM and EDX. As a results of the study, sulfur-oxidizing bacteria on the plain specimen were survived for 20 weeks in this test. But sulfur-oxidizing bacteria on antimicrobial specimen were survived less than the plain, and sulfur-oxidizing bacteria were externally distorted and destroyed. So the antibiosis of an antimicrobial mortar was verified by it.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.907-910
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• 2008

최근 콘크리트로 대부분 시공되는 정화조 및 하수구조물은 황산화세균에 의한 생화학적 부식반응에 의해 심각하게 열화되고 있는 실정이다. 이러한 생화학적 부식방지를 위해서는 하수환경에 서식하는 황산화세균의 생장을 서식하는 생화학적 부식을 억제하는 항균제를 적용한 항균 콘크리트 적용기술이 필수적으로 개발되고 적용되어야만 한다. 이에 본 연구에서는 항균 콘크리트의 항균특성에 의해 하수환경에 노출된 하수구조물의 생화학적부식을 효과적으로 억제할 수 있는 기술을 소개하고자 한다.

• 한국대기환경학회지
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• 제15권5호
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• pp.649-655
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• 1999

Biofiltration of polluted gas streams contained $H_2S$ was studied. The experiments were performed in a laboratory-scale reactor with a porous ceramic media inoculated with sulfur oxidizing bacterium, TAS which was isolated from activiated sludge. The concentration of $H_2S$ in the inlet gas varied from 109 to 3,841 ppm, at the various space velocities(SV) of 50 $h^{-1}$ to 250 $h^{-1}$. Various tests have been conducted to evaluate the effects of such parameters as pH, concentration of sulfate ion and retention time on the pressure drop and maximum elimination capacity. The removal efficiency of $H_2S$ decreased as the $H_2S$ concentration or gas velocity increased in the inlet gas. Pressure drop was insignificant in this system. The maximum elimination capacity could reach up to 16.35g-S/kg-dry packing material/day.

• 한국미생물·생명공학회지
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• 제34권4호
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• pp.338-341
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• 2006

The growth characteristics of sulfur-oxidizing bacteria, Acidithiobacillus thiooxidans AZ11, MET, and TAS were investigated in mineral salt media supplemented with elemental sulfur of 1$\sim$50 g $L^{-1}$. The sulfur oxidation rates of A. thiooxidans. MET and TAS increased highly with increasing sulfur concentration up to 10 g L$^{-1}$, but the rates increased slowly in sulfur concentration over 10 g L$^{-1}$. A. thiooxidans AZ11 showed the parallel increase of sulfur oxidation rate until sulfur concentration increased up to 40 g L$^{-1}$. The maximum sulfur oxidation rates (V$_{max}$) of AZl1, MET and TAS were 1.88, 1.38 and 0.43 g S L$^{-1}$ d$^{-1}$, respectively. The maximum specific growth rates (${\mu}_{max}$) of AZ11, MET, and TAS were 0.33 d$^{-1}$, 0.30 d$^{-1}$ and 0.45 d$^{-1}$, respectively. Although MET and TAS couldn't grow at sulfate concentration of 40 g L$^{-1}$, AZ11 could grow in the presence of 58 g L$^{-1}$ sulfate, the final oxidation product of elemental sulfur.

• 상하수도학회지
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• 제27권1호
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• pp.59-67
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• 2013

The odor occurring in the sewage system induces the displeasure, the disgust such as the headache, the vomit, etc. and increases the spiritual stress and disturbs the pleasant life of residents. These odors occur mainly in the area of combined sewage system treatment, being created in the personal sewage treatment plant such as septic tank and are incoming to sewage pipes and emitted to the outside through the manhole and the receiver, etc.; and this causes odors to the people. The Hydrogen Sulfide, the Methyl Mercaptan, the Ammonia, etc. are materials causing the odor, the more serious issue of odor is occurring since the septic tank of degradation process is being applied. The primary cause of odor is the decomposition of human feces in the septic tanks and sewage disposal facilities. The purpose of this study is reduction of hydrogen sulfide using air supplying and SOB(Sulfur-Oxidizing Bacteria). As a result of this study of the air supply system and the SOB media equipment by air supply, in case the air is injected to SOB media compared to the injection of air only, the removal efficiency the hydrogen sulfide was average 3.4 times higher.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 추계 학술논문 발표대회
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• pp.97-100
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• 2005

Recently sewage facilities mainly consisted of concrete structures are being deteriorated seriously by biodeterioration originated from sulfur-oxidizing bacteria. In this study, to prevent biochemical corrosion of the sewer concrete, antibiotics which prevent the growth of sulfur-oxidizing bacteria were developed and antimicrobial performance of it was investigated. After that, to consider applicability of antibiotics to concrete, durability such as resistance to carbonation, salt damage and chemical attack of concrete covered with inorganic and complex antibiotics were investigated. As a result of this study, it was proved that the antimicrobial performance of antibiotics was available. Also resistance to carbonation, salt damage and chemical attack of concrete covered with inorganic antibiotics was little improved but, in case of complex antibiotics, was remarkably improved. Moisture content of concrete, as a application condition of antibiotics in whole case, have little effect on performance but covering times of antibiotics have effect on performance only in case of complex antibiotics.

• 한국환경농학회:학술대회논문집
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• 한국환경농학회 2011년도 30주년 정기총회 및 국제심포지엄
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• pp.296-296
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• 2011

• 대한환경공학회지
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• 제32권6호
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• pp.555-562
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• 2010

수중의 독성을 탐지하기 위하여 황산화미생물을 이용한 새로운 형태의 생태독성탐지 방법이 연구되었다. 황산화미생물이 산소 존재 하에서 황입자를 산화하여 황산을 만들게 되고 이는 EC의 증가 및 pH의 감소를 가져온다. 독성물질이 들어오면 미생물의 저해로 황산을 적게 만들게 되므로 EC의 증가 정도가 감소하게 된다. 인공하천수(EC= 0.12 mS/cm and pH=7.2)를 이용하여 황산화미생물을 배양하고 반응조를 HRT 30분으로 연속 운전한 결과 유출 인공하천수의 EC=0.5~1.2 mS/cm, pH= ~2.5이었으며 7일 동안 일정하게 유지되었다. 이러한 유입수와 유출수의 EC의 차이는 인공하천수가 독성이 없는 조건에서 일정 속도로 황산을 만들었기 때문이다. 아질산성질소 2 mg/L를 함유한 인공하천수를 넣은 결과 인공하천수 주입 후 1.5시간 경과 후 EC 값이 급격하게 감소하고 pH 값은 상승하여 독성을 쉽게 탐지 가능하였다. 최적의 체류시간은 30분이었으며 이는 황입자의 크기를 줄임으로써 더 짧은 체류시간에서 운전이 가능할 것으로 판단된다.

• 한국건축시공학회지
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• 제10권4호
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• pp.41-47
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• 2010

본 연구는 철근콘크리트 흄관의 내구성을 개선시킬 목적으로 흄관 내부에 폴리머 시멘트 모르타르로 라이닝 처리한 부분에 황산니켈 6수화물을 혼입시켜, 하수용으로 사용되는 철근콘크리트 흄관의 열화에 크게 영향을 미치는 황산화 세균의 번식을 억제하기 위하여 실시하였다. 본 연구에서는 황산화세균의 증식을 억제시키기 위하여 황산니켈 6수화물의 농도에 따른 성능을 평가하였으며, 방균제에 함유된 황산이온이 시멘트 모르타르의 팽창요인 되어 역학적성질에 영향을 미칠 수 있기 때문에 팽창성 시험과, 니켈의 중금속의 용출로 환경오염은 물론 흄관의 내구성에 영향을 미치기 때문에 용출시험도 실시하였다. 본 연구 결과, 니켈계 방균제가 시멘트 콘크리트의 부식균인 Thiobacillus novellus의 증식을 억제하기 위해서는 20mM 이상을 사용하여야 효과가 있는 것으로 평가되었으며, 방균제를 혼입한 시멘트 모르타르의 압축강도 및 휨강도는 방균제의 혼입여부에 따라 크게 영향을 받지 않았다. 또한 방균제 혼입에 따른 특별한 팽창현상은 발견되지 않았으며, 모든 종류의 시멘트 모르타르에서 니켈성분이 전혀 용출되지 않았다. 본 연구를 통하여 철근콘크리트 흄관의 내구성 개선을 위하여, 흄관 내부의 라이닝과 함께 방균제를 혼입한다면, 두가지 방식재료의 성능이 서로 보완효과를 일으킬 수 있을 것으로 판단되었다.

• 상하수도학회지
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• 제25권5호
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• pp.741-750
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• 2011

A pilot-scale biofilter was constructed to discover degradation characteristics of the complex odor discharged from Ansan wastewater treatment plant. Candida tropicalis for volatile organic compounds, sulfur oxidizing bacteria(SOB) for hydrogen sulfide, and bacteria extracted from feces soil were immobilized on a polymer gel media. According to this study, the EBCT was varied from 36 sec to 18 sec. Toluene was removed as 80% along the variations, but it was recovered as 100% within 1 week. All benzene and xylene were removed during the operation while the efficiency of hydrogen sulfur was temporary decreased at 18 sec of EBCT, thereafter it was recovered to 100% within a week. The maximum elimination capacities of the benzene, toluene, xylene, and hydrogen sulfur were 6.6 g/$m^{3}$/hr, 31.7 g/$m^{3}$/hr, 7.8 g/$m^{3}$/hr, and 133.6 g/$m^{3}$/hr, respectively. There were merits on removal both organic and inorganic complex odor using the pilot-scale biofilter embedded with microorganisms immobilized on polymer gel media.