• Proceedings of the Korean Environmental Sciences Society Conference
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• 2002.05b
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• pp.254-255
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• 2002

BOD 제거효율은 우기에는 평균 83%, 그 외의 기간은 87%로 나타나 유입수의 수질과 관계없이 처리되는 것으로 나타났다. 총질소 처리율은 운전초기와 유입수의 총질소농도가 낮을 때 대략 30% 정도의 제거율을 나타내었으며 그 이외는 10%의 제거율을, 봄이되면서 제거율이 20%대로 증가하였다. 유입수중의 평균 총인농도는 3.5mg/L였으며, 유출수의 평균 농도는 2.5mg/L로 나타나 평균 28.6%의 제거율을 보였다.

• Journal of Korean Society of Environmental Engineers
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• v.27 no.10
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• pp.1099-1107
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• 2005

The purpose of this study was to find the transformation of organic matter as well as chlorine by product formation potential with ozone dosage. The removal percents of $UV_{254}$ and DOC were $23%{\sim}65%$ and $2%{\sim}15%$ and THMFP and HAAFP were $17%{\sim}52%$ and $9%{\sim}29%$ respectively at $0.5{\sim}3\;mgO_3/mgDOC$ ozone dosage. The hydrophobic and transphobic organic matter were reduced to $37%{\sim}68%$ and $35%{\sim}64%$, on the other hand the hydrophilir organic matter was increased to $40%{\sim}49%$ at $0.5{\sim}3\;mgO_3/mgDOC$ ozone dosage. The produced THMFP and HAAFP from the hydrophobic and transphilic organic matter were decreased greatly with increasing ozone dosage but these by products were increased in the hydrophilic matter. The produced THMFP and HAAFP per unit DOC were decreased and reactivity was reduced greatly with increasing crone dosage. The removal rate of THMFP per unit DOC was much higher than HAAFP by ozone treatment. The Br-THMFP per unit DOC was much more removed than chloroformFP per unit DOC with increasing ozone dosage. and The removal rate of TCAAFP per unit DOC was increased with increasing ozone dosage but TCAAFP was not affected by ozone treatment. Br-HAAFP was decreased at $1\;mgO_3/mgDOC$ ozone dosage but was not more removed above $1\;mgO_3/mgDOC$ ozone dosage. Br-HAAFP had lower removal effect than Br-THMFP by ozone treatment. The optimal ozone dosage can be determined about $1\;mgO_3/mgDOC$ by considering both disinfection by product formation and economical efficiency.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 1997.05a
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• pp.97-100
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• 1997

본 연구에서는 알루미늄 제작 공정에서 폐기물로 발생하는 gibbsite를 이용하여 용액 내에 존재하는 인산염을 제거하였다. 실험을 수행함에 있어 용액의 pH를 3, 7, 10으로 변화시켜 보았고 인산염 제거에 미치는 여러 인자들 중에서 P : Al 의 비율이 미치는 영향을 살펴보고자 인산염의 농도를 100, 200, 500, 800, 1000 mg/l 로 변화시켰으며, gibbsite 의 양을 2, 4, 8, 10 g 으로 변화시켜 실험하였다. 이러한 실험 결과로부터 72 hr 이후에 용액 내의 인산염 농도가 일정하게 유지된다는 것을 알 수 있있다. 인산염의 제거율은 pH가 낮을수록 높아졌다. 또한 인산염의 초기농도가 낮을수록 제거율이 높아졌으며, 투여된 gibbsite 의 양이 많을수록 제거율이 높아지는 것으로 나타났다.

• Korean Journal of Environmental Agriculture
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• v.18 no.3
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• pp.292-297
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• 1999

This study was performed to estimate the possibility of use of plant materials as catalytic agents fur the decontamination of waste waters contaminated with organic pollutants by using 2,4-dichlorophenol(2,4-DCP) as a model pollutant. Plant materials containing high peroxidase activity were selected as catalysts for the removal of 2,4-DCP. Peroxidase activity, which plant materials were containing, was measured, and the greatest peroxidase activity was observed in shepherd's purse, followed by turnip, sweet potato, Chinese cabbage and white radish. The peroxidase activity in shepherd's purse was four times higher than that of horseradish purchased in U.S.A. Using shepherd' s purse and turnip, it was investigated the effect of various factors on the decontamination of 2,4-DCP through oxidative coupling. The removal of 2,4-DCP was extremely fast, and a maximal removal could be achieved within 3 min for shepherd' s purse and 15min for turnip. The pH range was from 3.0 to 8.0 and the amount of $H_2O_2$ added was 9mM when maximal removal was achieved(over 90%). No increasing removal of 2,4-DCP was observed due to increasing the amount of $H_2O_2$ added (over 9mM). The initial concentration affected the transformation of 2,4-DCP incubated with plant materials. When turnip was used as catalytic agent, it was observed decreasing transformation of 2,4-DCP due to increasing initial concentration.

• Journal of the Korean Society of Marine Environment & Safety
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• v.14 no.2
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• pp.105-109
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• 2008

In our country, limiting nutrient is known as phosphorus in the most lakes. Therefore, the removal of phosphorus is a very important process in sewage treatment. However, many of the sewage treatment plants employ the conventional activated sludge process, known to remove $10{\sim}30%$ of phosphorus. Thus, additional phosphorous removal process will be needed. Oyster shells have been known to remove phosphorus in water. The removal efficiency of phosphorus was highest at smallest size of oyster shells and at the highest pH for batch test. The phosphorous removal rate with various calcium concentrations was increased by increasing calcium concentration. At the 20 mg/l of calcium, more than 90% of phosphorous was removed in two hours. The removal efficiency of phosphorous was increased greatly at 300% of recirculation rate. With 300% of recirculation rate, the removal efficiency reached 80% at pH 11. The negative effects of bicarbonate on crystallization were observed in oyster shells. The effects of bicarbonate on rate constant were also investigated by applying these results to experimental equation. The rate constant was decreased at the inverse logarithm bicarbonate concentration.

• Proceedings of KOSOMES biannual meeting
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• 2009.06a
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• pp.151-153
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• 2009

본 연구에서는 휴믹 물질의 존재 시 흑탄의 주입량에 따른 농약 성분별 흡착 제거율 변화를 살펴보았다. 농약 성분과 휴믹산 을 주입 시 흑탄의 흡착능 변화를 알아보기 위해, 흑탄 주입량을 1g, 3g, 5g, 7g 달리하여 농약 성분의 제거율 변화를 살펴본 결과 흑탄 1g, 흑탄 7g, 휴믹 산불 주입 시 농약성분 만을 주입하였을 때 보다 각각 18$\sim$67%, 7$\sim$10% 낮은 제거율을 나타내었다. 또한 휴믹산 10mg/L, 50mg/L을 주입하여 휴믹산의 주입농도 증가 시 흡착 능에 미치는 영향을 살펴본 결과 휴믹산 농도를 늘릴수록 흡착되지 않고 남아있는 농약성분 농도가 높아졌다. 농약성분 제거를 위한 흡착제로의 흑탄의사용은 3 가지 농약성분 (Butachlor, Fenitrothion, Diazinon)에 대해 높은 제거율을 보였으며, 자연수 속에 녹아있는 휴믹물질 중 하나인 휴믹산에 의한 영향을 받을 것으로 보여진다.

• Clean Technology
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• v.29 no.4
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• pp.297-304
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• 2023

The rapid advancement of the high-tech electronics industry has led to a significant increase in high-concentration ammonia wastewater. Various methods have been attempted to reliably treat wastewater containing high concentrations of ammonia, but no successful technology has yet been developed and applied. In this study, the removal efficiency and characteristics of ammonia nitrogen was evaluated according to changes in temperature, air loading rate, and liquid loading rate using a closed circulation countercurrent packed tower type demonstration facility for wastewater containing high concentrations of ammonia generated in the high-tech electronics industry. The temperature was varied while maintaining operating conditions of a wastewater flowrate of 20.8 m³ h^-1 and an air flow rate of 18,000 Nm³ h^-1. The results showed that at temperatures of 45,50,55, and 60℃, the removal efficiencies of ammonia nitrogen (NH₃-N) were 87.5%, 93.4%, 96.8%, and 98.7%, respectively. It was observed that temperature had the most significant impact on the removal efficiency of NH₃-N under these conditions. As the air loading rate increases, the removal rate also increases, but the increase in removal efficiency is not significant because droplets from the absorption tower flow into the stripping tower. Even if the liquid loading rate was changed by ±30%, the removal rate did not change significantly. This does not mean that the removal rate was unaffected, but was believed to be due to the relatively high air load rate. Through demonstration research, it was confirmed that ammonia stripping is a reliable technology that can stably treat high-concentration ammonia wastewater generated in the high-tech electronics industry.

• 한국생물공학회:학술대회논문집
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• 2000.11a
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• pp.516-519
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• 2000

Lab-scale biofilter was studied for the simultaneous removal of ammonia and hydrogen sulfide in gas mixtures. Compost and polyurethane foam were used as packing materials (50 : 50) and activated sludge from a wastewater treatment plant was innoculated initially. When tested under varying inlet concentrations and empty bed residence time(EBRT), up to 80 ppmv of ammonia and 40 ppmv of hydrogen sulfide could be removed completely at an EBRT of 30 sec. The pH was found to be the key factor governing the biofilter performance.

• Korean Journal of Environmental Biology
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• v.17 no.1
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• pp.117-124
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• 1999

Nutrients removal by water hyacinth, Eichhornia crassipes (Mart.) Solms from nutrient enriched waters and swinery wastewater were evaluated. The contents of nitrogen and phosphorus of dried water hyacinth increased from 1.4 to 3.3% and 0.21 to 0.80% when water hyacinth available N and P in the culture medium were increased from 0.7 to 5.0 mgN/1 and 0.06 o 1.5 mgP/l. respectively. Maximum N and P contents were found to be 4.1 and 0.90%, respectively. The significant relationship was observed between the standing crop of water hyacinth and the biomass yield per unit area and time. Biomass yield increased gradually until standing crop reached 15 kg wet wt./m$^2$, and then rapidly decreased. The high biomass yield of up to 0.5 kg/m$^2$/day was obtained in the range of 7 to 20 kg/m$^2$of standing crop. The potential removal rates of N and P by the water hyacinth during summer were found to be 2,250 to 2,710 mgN/m$^2$/day and 570 to 595 mgP/m$^2$/day, respectively, when 15 kg/m$^2$in standing crop and nutrient concentrations of culture medium were ranged from 1.24 to 6.2 mgP/1 and 3.2 to 32.5 mgN/1, respectively, Inorganic N and P concentrations of swinery wastewater were in the range of 82 to 121 mgN/1 and 22 to 79 mgP/1, respectively. Nitrogen and P removal rates of water hyacinth cultured in swinery wastewater were found to be in the ranges of 2,000 to 2,600 mgN/m$^2$/day and 157 to 254 mgP/m$^2$/day, respectively, at 10 times diluted water of swinery wastewater.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2004.05a
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• pp.312-315
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• 2004

염색가공 공정에서 배출되는 염색폐수는 염색 가공공정이나 사용하는 염료등에 따라 폐수량과 성상의 변화가 심하기 때문에 처리에 많은 어려움이 있다. 일반적인 염색폐수 처리방법으로는 물리화학절인 응집침전법과 생물학적인 활성슬러지법을 단독 또는 조합하여 주로 사용하여 왔다. 그러나 최근에는 기존시설의 처리 향상을 위한 다각적인 기술개발이 시도되고 있으며 그 일환으로 본 연구에서는 활성탄을 담지한 폴리우레탄 담체를 개발하여 염색폐수를 처리하고자 하였다. 본 연구에서는 담체를 이용한 염색폐수의 생물학적 처리 시 여러 인자들, 즉 COD/N 비, DO 농도, 담체의 충진율 등의 영향을 조사하기 위하여 회분식 실험을 수행하였다. 또한 회분식 실험에서 얻은 최적조건을 이용하여 파일럿 실험도 함께 수행하였다. COD/N 비가 COD 제거에 미치는 영향을 살펴보기 위해 COD/N 비를 조절하지 않은 경우와 COD/N 비를 2-3으로 조절한 경우에 대해서 비교하였다. 실험결과 염색폐수의 초기 COD 농도가 1,000 ppm일 때, 처리 후 COD 농도는 COD/N 비를 조절하지 않았을 경우 860 ppm (제거효율 ＝ 18%), COD/N 비가 2일 경우 550ppm (제거효율 ＝ 52%), COD/N 비가 3의 경우 390 ppm (제거효율 ＝ 57%)으로 각각 나타났다. DO 농도가 COB 제거에 미치는 영향을 알아보고자 DO 농도를 1, 6, 7 mg/L로 변화시켰다. 그 결과 DO의 농도가 1 mg/L일 경우 COD 제거효율은 20% 정도였으나, DO 농도가 6 mg/L이상에서는 모두 80%에 가까운 제거효율을 나타내었다. 담체 충진율의 경우, 10% 충진시 40%, 20% 충진시 50%, 30% 충진시 70%의 제거효울을 각각 나타내었다. 회분식 실험에서 얻은 최적조건으로 파일럿 반응기를 100일 이상 운전한 결과 염색폐수의 COD 농도변화는 1,000ppm에서 380ppm로 평균 60%이상 제거되는 높은 효율을 보였다. 또 담체 첨가의 영향을 살펴보기위해, 담체를 충진하지 않은 조건에서 파일럿 반응기를 운전한 결과 평균 COD 제거율은 50%로 비교적 낮은 효율을 보였다.