• 한국임상수의학회지
• /
• 제22권4호
• /
• pp.314-317
• /
• 2005

오존가스의 젖소 유방염에 대한 치료효과를 구명할 목적으로 본 실험을 수행하였다. 만성유방염에 이환된 비유우 18분방을 대상으로 하였다 실험분방은 대조군(항생제 투여군: norfloxacin 10g/tube, 2회/일, 3일간: 5분방), 실험군 I (오존가스 0.1 ppm, 250m1, 2회/일, 7일간: 5분방) 및 실험군 II(오존가스 1 ppm, 50m1, 2회/일, 3일간: 8분방)로 각각 나누어 공시하였다. 우유 중 체세포수, 혈액충 백혈구수, 호중구수, 림프구수, 호중구/림프구(N/L)비 및 혈청 단백량의 변화를 처치 전 및 처치 후 7일에 각각 비교 검토하였다. 그 결과, 실험군 1에서는 오존가스 주입 후 7일에 주입 전에 비하여 우유 중 체세포수가 감소하였으나 대조군 보다 높은 수치를 나타내었다. 실험군 II에서는 오존가스 주입 후 7일에 주입 전에 비하여 현저한 감소소견을 나타내었으며(p<0.05), 대조군 보다 낮은 수치를 나타내었다. 그러나 대조군 및 실험군 간의 유의성은 인정되지 않았다 또한 말초혈액 백혈구수, 호중구수, 림프구수, N/L비 및 혈청 단백량의 변화에서는 대조군 및 실험군에 있어서 각각 유의한 변화를 나타내지 않았다. 이상의 결과를 종합해 볼 때, 오존가스는 젖소 유방염의 치료에 유효할 것으로 판단된다.

• 한국환경과학회지
• /
• 제16권3호
• /
• pp.247-253
• /
• 2007

Polycyclic aromatic hydrocarbons (PAHs) are a major concern because of their potential mutagenic and carcinogenic risks to human beings. One of these harmful, yet commonly observed PAHs is pyrene. Pyrene is one of the 16 PAHs listed by the United States Environmental Protection Agency as priority pollutants. The purposes of this research are to develop a method of pretreatment for PAH contaminants prior to a typical biological treatment and to demonstrate the biodegradablity of these compounds. Since pyrene is non-polar, hexane was chosen as a solvent to effectively dissolve pyrene. Pyrene solutions were treated with ozone, as it has hish oxidation capacity and electrophilic character. The intermediates and byproducts of pyrene were dissolved in alkaline water at pH 11.4 and neutralized to test for $BOD_5$, COD, and toxicity. These solutions were further ozonated and assessed of biodegradability. The first-order rate constant to was found to be between $0.121day^{-1}$ and $0.081 day^{-1}$, depending on the duration of reozonation. The $BOD_5/COD$ ratio was found to 0.66. The toxicity test showed that after 10 min of reozonation time, the byproducts and intermediates of pyrene were within the lion-toxic range of ${\pm}10%$ inhibition for E-Coli bacteria.

• 상하수도학회지
• /
• 제32권2호
• /
• pp.159-168
• /
• 2018

Climate change is believed to increase the amount of dissolved organic matter in surface water, as a result of the release of bulk organic matter, which make difficult to achieve a high quality of drinking water via conventional water treatment techniques. Therefore, the natural water treatment techniques, such as managed aquifer recharge (MAR), can be proposed as a alternative method to improve water quality greatly. Removal of bulk organic matter using managed aquifer recharge system is mainly achieved by biodegradation. Biodegradable dissolved organic carbon (BDOC) and assimilable organic carbon (AOC) can be used as water quality indicators for biological stability of drinking water. In this study, we compared the change of BDOC and AOC with respect to pretreatment methods (i.e., ozone or peroxone). The oxidative pretreatment can transform the recalcitrant organic matter into readily biodegradable one (i.e., BDOC and AOC). We also investigated the differences of organic matter characteristics between BDOC and AOC. We observed the decreases in dissolved organic carbon (DOC) and the tryptophan-like fluorescence intensities. Liquid chromatographic - organic carbon detection (LC-OCD) analysis also showed the reduction of the low molecular weight (LMW) fraction (15% removed, less than 500 Da), which is known to be easily biodegradable, and the biopolymers, high molecular weight fractions (66%). Therefore, BDOC consists of a broad range of organic matter characteristics with respect to molecular weight. In AOC, low molecular weight organic matter and biopolymers fraction was reduced by 11 and 6%, respectively. It confirmed that biodegradation by microorganisms as the main removal mechanism in AOC, while BDOC has biodegradation by microorganism as well as the sorption effects from the sand. $O_3$ and $O_3+H_2O_2$ were compared with respect to biological stability and dissolved organic matter characteristics. BDOC and AOC were determined to be about 1.9 times for $O_3$ and about 1.4 times for $O_3+H_2O_2$. It was confirmed that $O_3$ enhanced the biodegradability by increasing LMW dissolved organic matter.

• 한국환경과학회지
• /
• 제4권3호
• /
• pp.269-276
• /
• 1995

An experimental research was conducted in order to study the treatability of municipal landfill leachate using a combined physio-chemical and biological treatment. The leachate was obtained from Nanjido landfill site in Seoul. Several sets of bench-scale sequencing batch reactor(SBR) and physic-chemical reactors were used as experimental apparatus. This experiment lasted for about 2 years. The results are as follows: 1. The characteristics of Nanjido landfill leachate were pH 7.4~8.2, BOD 79~450mg/L, COD 998~1460mg/L, $NH_3-N$ 1380~3412mg/L, 7-P 2.6~7.0mg/L, color 890~1992 unit, and heavy metals are a very small amount. 2. Either physio-chemical or biological treatment of Landfill leachate alone did not work well. So for the adequate treatment of leachate, it was necessary to deal with the physio-chemical pretreatment before biological treatment. And it was found that both electrolysis and ozone treatment are better pretreatments of leachate than others. 3. In this study, landfill leachate was effectively processed by two step : first by electrolysis pretreatment, and secondly by SBR treatment. Thus, the study showed considerable substrate removal of raw leachate, even though the rate of COD removal depended on HRT.

• 한국환경과학회지
• /
• 제4권3호
• /
• pp.117-117
• /
• 1995

An experimental research was conducted in order to study the treatability of municipal landfill leachate using a combined physio-chemical and biological treatment. The leachate was obtained from Nanjido landfill site in Seoul. Several sets of bench-scale sequencing batch reactor(SBR) and physic-chemical reactors were used as experimental apparatus. This experiment lasted for about 2 years. The results are as follows: 1. The characteristics of Nanjido landfill leachate were pH 7.4~8.2, BOD 79~450mg/L, COD 998~1460mg/L, $NH_3-N$ 1380~3412mg/L, 7-P 2.6~7.0mg/L, color 890~1992 unit, and heavy metals are a very small amount. 2. Either physio-chemical or biological treatment of Landfill leachate alone did not work well. So for the adequate treatment of leachate, it was necessary to deal with the physio-chemical pretreatment before biological treatment. And it was found that both electrolysis and ozone treatment are better pretreatments of leachate than others. 3. In this study, landfill leachate was effectively processed by two step : first by electrolysis pretreatment, and secondly by SBR treatment. Thus, the study showed considerable substrate removal of raw leachate, even though the rate of COD removal depended on HRT.

• 상하수도학회지
• /
• 제17권4호
• /
• pp.559-566
• /
• 2003

From this research, the performances of a sludge reduction in the sewage sludge aerobic digestion was experimented by using a sludge pretreatment and membrane bioreactor. The submerged plate membrane was used as the solid-liquid separation membrane. After drawing small amounts of sludge in a bioreactor and then doing the alkaline treatment and ozone treatment, the sludge was sent to back to the reactor. The HRT in the reactor was set as 5 days and the operation in the reactor was carried out at the DO of 1mg/L on average. After 100 days of operation in the reactor, it was shown that the reduction efficiency of total solids was more than 83%. Most of volatile solids were removed through mineralization, and the considerable portion of the non-volatile solids was dissolved and then flowed out with the effluent. Only about 16.3% of total solids in the sludge was accmulated in the reactor even without the loss of volatile fraction. Also, by deriving nitrification and denitrification in one reactor simultaneously, more than 90% of nitrogen removal effect was realized and the experiment was run smoothly without fouling of membrane, even in the high concentration of MLSS. Based on this experiment, sludge can be reduced considerably at a low HRT by these two newly suggested approach.

• 한국물환경학회지
• /
• 제22권6호
• /
• pp.1123-1129
• /
• 2006

대부분의 polycyclic aromatic hydrocarbons (PAHs) 은 최우선 오염물질로 간주되어지고 있는 매우 유독한 물질이다. Pyrene은 PAHs들 중에서도 그 유독성은 가히 심각하다. 그리고 Pyrene과 다른 PAHs화합물들은 물에 잘 용해가 되지 않는 소수성 성질을 가지고 있어 화학적 또는 생물학적 분해가 용이하지 않다. 이러한 성질을 극복하기 위하여 본 연구에서는 Pyrene을 대표 물질로 하여 2 단계 오존처리를 하였다. 첫 단계에서 Pyrene을 무극성인 핵산 용매에 대량 (2000 mg/L) 으로 녹여 오존처리를 하였다. 이때 Pyrene은 극성 분자들, 즉 알콜과 알데하이드 그리고 에시드 기능기를 가지는 물질들로 변화되었으며 이 변화된 물질들을 다시 극성 용매, 물에 녹여 두 번째 오존처리를 하였다. 두 번째 오존 처리된 Pyrene의 부산물들과 중간생성물들은 생물학적 처리로 가능한지 연구되어지기 위해 $BOD_5$와 COD 그리고 E-coli toxicity tests가 이루어졌다. 그 결과 오존 처리된 Pyrene은 유독하지도 않았고 Pyrene의 부산물들과 중간생성물들은 생물학적 처리가 용이하여졌다. Gas chromatograph (GC) 분석을 통해 Pyrene의 부산물들과 중간생성물들을 밝혀내었다. 이 연구를 토대로 소수성 성질을 가지는 많은 방향족 물질들을 처리하기가 매우 용이해졌다.

• 상하수도학회지
• /
• 제37권5호
• /
• pp.253-259
• /
• 2023

Bioreactors are devices used by sewage treatment plants to process sewage and which produce active sludge, and sediments separated by solid-liquid are treated in anaerobic digestion tanks. In anaerobic digestion tanks, the volume of active sludge deposits is reduced and biogas is produced. After dehydrating the digestive sludge generated after anaerobic digestion, anaerobic digested wastewater, which features a high concentration of organic matters, is generated. In this study, the decomposition of organic carbon and nitrogen was studied by advanced oxidation process. Ozone-microbubble flotation process was used for oxidation pretreatment. During ozonation, the TOC decreased by 11.6%. After ozone treatment, the TOC decreased and the removal rate reached 80.4% as a result of the Ultra Violet-Advanced Oxidation Process (UV-AOP). The results with regard to organic substances before and after treatment differed depending on the organic carbon index, such as CODMn, CODCr, and TOC. Those indexes did not change significantly in ozone treatment, but decreased significantly after the UV-AOP process as the linkage treatment, and were removed by up to 39.1%, 15.2%, and 80.4%, respectively. It was confirmed that biodegradability was improved according to the ratio of CODMn to TOC. As for the nitrogen component, the ammonia nitrogen component showed a level of 3.2×10² mg/L or more, and the content was maintained at 80% even after treatment. Since most of the contaminants are removed from the treated water and its transparency is high, this water can be utilized as a resource that contains high concentrations of nitrogen.

• 한국환경농학회지
• /
• 제11권1호
• /
• pp.50-58
• /
• 1992

대기오염의 주원인 오존이 식물이 미체는 피해를 경감시키고자 생장왜화제인 uniconazole를 0, 0.001, 0.01, 0.1mg/pot의 농도로 토양주입하고 다시 antiethylene제인 STS를 0, 0.3, 0.6mM로 엽면살포 한 후 0.2ppm의 오존에 20시간 계속하여 처리하였던 바 다음과 같은 결과를 얻었다. 1 Uniconazole은 식물체의 왜화정도가 클수록 오존에 대한 내성을 증대시켜 무처리구의 36% 피해에 비하여 11%까지 피해를 감소시킬 수 있었다. STS 처리도 uniconazole과 같은 정도의 피해감소를 보였으며 두 약제를 복합처리한 결과 단독처리 보다 낮은 농도의 처리로도 오존에 대한 내성을 증대시킬 수 있었다. 2. Uniconazole은 토마토의 초장 및 엽장을 감소시키고 chlorophyll함량을 증대시켰으며 증산량을 현저히 감소시켰으나, STS는 생장에는 영향을 미치지 않고 증산량을 다소 증가시켰다. 오존처리는 증산량을 현저히 감소시켰으며 uniconazole은 오존에 의한 증산량의 감소를 막아 주었으나 STS처리는 감소효과가 없었다. 3. Uniconazole과 STS는 모두 오존피해로 유발되는 ethylene의 발생량을 크게 경감시켰다. 그러나 uniconazole은 오존피해로 일어나는 자엽의 낙엽 및 잎의 epinasty증상을 방지시킬 수 없었는데 반하여 STS처리에서는 자엽의 낙엽과 epinasty현상을 뚜렷하게 막아 주었다. 4. SOD와 POD의 활성은 uniconazole에 의하여 약간 증가되었으나 STS는 두가지 효소의 활성변화에 별다른 영향을 미치지 않았다. 5. STS의 처리는 토마토의 개화를 3일 정도 촉진시켰고 uniconazole는 6-8일 정도 촉진시켰으며 두 약제 모두 착과율을 증진시켰다. 두 약제를 복합처리함으로써 오존피해로 인한 착과의 감소를 완전하게 막을 수 있었다. 6. 이상의 결과로 보아 uniconazole은 식물체를 왜화시킴으로 오존에 대한 내성을 증대시켜주는 효과가 큰데 비하여 STS는 주로 피해로 인하여 유발되는 ethylene의 작용을 억제함으로써 내성을 증대시키는 것으로 판단된다. 따라서 두 약제의 복합사용은 식물체의 왜화를 최소한으로 유도하면서 오존에 대한 내성을 증대시킬 수 있는 유용한 방법이라 생각된다.

• 대한환경공학회지
• /
• 제28권12호
• /
• pp.1274-1279
• /
• 2006

본 연구에서는 낙동강 하류 매리원수, 부산시 회동수원지 원수 및 매리원수를 정수처리하는 pilot-plant의 급속 모래여과 처리수를 이용하여 오존 투입농도별로 $BDOC_{rapid}$4와 $BDOC_{slow}$의 생성특성에 대하여 조사하였다. $BDOC_{total}$ 농도가 최대가 되는 오존 투입 농도는 매리원수, 회동원수 및 모래여과 처리수에서 각각 0.9, 1.1 및 1.4 $mgO_3/mgDOC$로 조사되어 실험에 사용된 시료수의 특성에 따라 $BDOC_{total}$이 최대로 생성되는 오존 투입농도는 다르게 나타났다. $BDOC_{rapid}$를 최대로 생성시키는 오존 투입농도는 $BDOC_{total}$을 최대로 생성시키는 오존 투입농도 보다 낮은 $0.9{\sim}1.1\;mgO_3$/mgDOC로 나타났으며, 1 $mgO_3$/mgDOC 이상의 오존 투입농도에서는 $BDOC_{rapid}$의 농도가 오하려 낮아지는 것으로 나타났다. 또한. 오존 처리에 따른 $BDOC_{slow}$의 생성특성 조사에서 $BDOC_{slow}$는 $BDOC_{total}$과 $BDOC_{rapid}$를 최대로 생성시키는 오존 투입농도 보다 더 높은 오존 투입농도에서도 지속적으로 생성되었다. Biofiltration 공정의 전처리로 사용되는 오존의 최적 투입량을 결정할 수 있는 $BDOC_{rapid}/BDOC_{total}$비를 실험에 사용된 시료수별로 조사한 결과 $0.6{\sim}1.0\;mgO_3$/mgDOC로 조사되어 $BDOC_{total}$이 최대로 생성되는 오존 투입농도 $0.9{\sim}1.4\;mgO_3$/mgDOC보다 낮은 것으로 나타났다. 따라서 최적의 오존 투입율 결정시 BDOC 분류를 통한 접근법이 경제성 측면이나 biofiltration 공정의 효율면에서도 훨씬 효율적인 것으로 조사되었다.