• Proceedings of the Korean Environmental Sciences Society Conference
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• 2001.05a
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• pp.138-139
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• 2001

$TiO_2$/UV 고급 산화 공정을 실제 산업 폐수에 적용하였다. 회분식 원통형 반응기에서 T산업 폐수를 광반응시킨 결과 COD 값과 TOC 값이 24시간 경과된 후 95% 이상의 제거 효율을 나타내었다. 광반응에 미치는 인자에 대한 연구에서 $TiO_2$ powder가 0.1 $g/{\ell}$ 에서 8 $g/{\ell}$까지는 투입된 광촉매의 량과 광반응속도가 비례적으로 증가되었으나 10 $g/{\ell}$ 이상에서는 광차폐효과가 나타나 광반응속도가 감소하였으며, UV 광원이 강할수록 광반응 속도는 증가하였고 초기 pH는 광촉매 반응에 영향을 미치지 않음을 알 수 있었다.

• Journal of Korean Society of Environmental Engineers
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• v.28 no.5
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• pp.501-510
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• 2006

To investigate the effects of MLSS concentration and influent C/N ratio on the nitrogen removal efficiency of alternately intermittently aerated nonwoven fabric filter bioreactors, the MLSS concentrations of the reactors were maintained at approximately 5,500 mg/L, 10,000 mg/L and 15,000 mg/L, and the influent TCOD/TKN ratio was decreased gradually from 5 to 2 by adding $NH_4Cl$. The influent was prepared by diluting a food waste leachate to a TCOD concentration of about 300 mg/L. The results of the experiment showed F/M ratios less than 0.112 g TCOD/g MLSS-day, average TCOD removal efficiencies of above 95%, and an average observed microbial yield coefficient of 0.283 g MLSS/g COD removed. The nitrification efficiencies were computed to be always better than 96% except one case where the nitrification efficiency was 90.5% when the MLSS concentration and the influent TCOD/TKN ratio was 5,500 mg/L and 2, respectively. The denitrification efficiency deteriorated as the influent TCOD/TKN ratio decreased. The average denitrification efficiency at the MLSS concentration of 10,000 mg/L was 10.7% better than that at the MLSS concentration of 5,500 mg/L, and the denitrification rate improved at a rate of 2.66 mg NL as the MLSS concentration increased by 1,000 mg/L. When the MLSS concentration was 15,000 mg/L, however, the average denitrification efficiency was merely 4.6% higher compared to when the MLSS concentration was 5,500 mg/L, and the denitrification rate increased at a rate of 0.75 mg N/L per 1,000 mg/L MLSS increase. Therefore, no strict proportional relationship was found between MLSS concentration and endogenous denitrification rate. The average alkalinity consumption rate was 3.36 mg alkalinity/mg T-N removed, which is similar to the theoretical value of 3.57 mg alkalinity/mg T-N removed, but the rate increased as the influent TCOD/TKN ratio decreased.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2004.11a
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• pp.147-152
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• 2004

In Sequence Batch Reactor (SBR), the removal efficiencies if nutrient materials such as nitrogen and phosphate depend highly on quantity and quality of organic carbon source. Food waste thai contains abundant organic materials has been produced in ship. The applicability if anaerobically fermented if food waste (AFFW) as an external carbon source was examined in the lab-scale SBR process operated at $25^{\circ}C$. With the addition if AFFW increased, average removal efficiencies if $COD_cr$, T-N, T-P changed to $98.5\%,\;95\%,\;93\%$, respectively. Denitrification rate is 0.30g $NO_3-N/g\;VSS{\cdot}day$. In summary, it was suggested tint AFFW sould be used as an economical and effective carbon source for the biological nitrogen and phosphate removal.

• Journal of Korean Society of Environmental Engineers
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• v.38 no.2
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• pp.71-78
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• 2016

The study of water environment system in Changnyeong-Haman weir section using a statistical analysis has been conducted. Statistical analyses used in this study were the correlation analysis, the principal components, and the factor analysis. The purpose of the study is to establish better understanding of relationships between water quality factors in the Changnyeong-Haman weir section which can provide useful information to manage Nakdong river. According to correlation analyses on COD and TOC, it revealed that the value of correlation coefficient was 0.844. Furthermore, the results from the principal component analysis categorized the water quality factors into three factor groups, the first principal factor group included COD, TOC, BOD, pH, water temperature (WT). And, it was observed that the concentration of cyanobacteria in the water body decreased, while the concentrations of the diatoms and the green algae increased after the events of rainfall.

• 한국생물공학회:학술대회논문집
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• 2000.04a
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• pp.406-409
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• 2000

For the effective treatment of dye-processing wastewater, JLR(Jet-Loop Reactor) with active carbon supports were investigated. BOD removal efficiency was found as 99% when influent BOD concentration of dye-processing wastewater was 400 mg/L. $COD_{Mn}$ of effluent removal efficiencies were found as 86${\sim}$ 89% when these of activated sludge reactor were 62${\sim}$72%. Also, color removal efficiencies were found as 84${\sim}$87% when these of activated sludge reactor were 72%${\sim}$77%. After JLR with active carbon supports had been used, all of the $COD_{Mn}$, $COD_{Cr}$ and color removal efficiencies Increased when chemical precipitation was done. Consequently, JLR with active carbon supports was proved to be more excellent than the activated sludge reactor.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.37 no.4
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• pp.491-496
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• 2013

Finite element simulations of tensile tests were performed to determine the equivalent stress - equivalent plastic strain curves, critical equivalent stresses, and critical equivalent plastic strains. Then, the curves were used as inputs to finite element simulations of fracture toughness tests to determine the plane strain fracture toughness. The critical COD was taken as the COD when the equivalent plastic strain at the crack tip reached a critical value, and it was used as a crack growth criterion. The relationship between the critical COD and the critical equivalent plastic strain or the reduction of area was found. The relationship between the plane strain fracture toughness and the product of the critical equivalent stress and the critical equivalent plastic strain was also found.

• Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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• 2001.04a
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• pp.27-27
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• 2001

탈묵 펄프는 자원재활용을 통한 환경 보존과 원가절감이 가능한 유용한 제지원료로 주로 신문용지와 화장지의 제조에 사용되고 있다. 국내에서는 신문고지의 상당 부분을 수입 에 의존하고 있으나 외국에서도 자국의 자원 및 환경보호를 위해서 재활용율을 증대시키기 위한 노력을 경주하고 있기 때문에 수입고지의 품질이 저하되고 있으며, 이는 다시 국내 신 문용지의 품질 악화로 이어지고 있다. 또한 환경문제가 세계적인 관심사로 부각됨에 따라 환경친화적인 탈묵 방법으로의 전환이 요구되고 있는 상황이다. 국내로 수입되는 신문고지 에는 오프셋 인쇄물 뿐만 아니라 플렉소 인쇄물이 포함되어 있다. 일반적으로 신문인쇄에 널리 쓰이는 오프셋 잉크는 기존의 알칼리 해리와 부유부상법에 의해 제거가 비교적 용이한 특정이 있으나, 플렉소 잉크는 친수성 안료로 구성되어 있어 알칼리 조건에서 탈묵할 경우 에 잉크 업자의 크기가 매우 작아져서 부상 탈묵에 의한 백색도 증가 효과가 크게 저하되는 문제점을 지니고 있다. 플렉소 인쇄물의 탈묵 개선을 위해 세척법이 효과적인 것으로 알려 져 있으나 국내에서는 설비 및 공정 상황으로 비추어 볼 때 불가능하다고 판단된다. 따라서 본 실험에서는 플렉소 고지가 함유된 신문고지의 탈묵 효율을 향상시키고 환경친화적 탈묵 기술을 접목시키기 위한 일환으로 중성 탈묵기술의 적용 가능성 및 이에 효과적인 탈묵제를 탐색하고자 하였다.이를 위해 본 실험에서는 일반적인 비이온성 계면활성제를 이용하여 알칼리 조건과 중성조건에서 탈묵을 실시하여 탈묵 효율을 비교하였다. 또, 플렉소 고지를 이용할 때 심각 한 문제점의 하나인 백수의 오염 정도를 탁도 COD 등으로 평가하였다. 그 결과 중성조건 과 알칼리 조건에서 수율은 큰 차이가 없었으며, 백색도는 중성 조건에서 탈묵한 경우에 약 1 1% 높았다. 백수의 탁도와 COD는 중성 탈묵을 실시할 경우가 알칼리 탈묵시보다 약 50% 감소하여 플렉소 고지의 탈묵에 비교적 효과적인 것으로 나타났으나, 플렉소 고지의 문제를 완전히 해결할 수는 없었다. 그래서 플렉소 고지의 중성 탈묵에 적합한 새로운 탈묵기술을 탐색하기 위하여 알킬 아민을 첨가하여 탈묵성을 조사하였다. 알킬 아민을 적용한 결과, 탈 묵 펄프의 백색도는 알칼리 탈묵에 비해 약 6% 증가하였으며, 백수의 탁도와 COD는 알칼 리 탈묵할 때 플렉소 고지를 첨가하기 전보다 낮아졌다. 탈묵 수율은 알킬 아민을 적용한 경우 최고 10% 정도 낮아지는 문제가 발생하였다. 그러나 부상탈묵에 의한 회분 제거율은 알칼리 탈묵에 비해 2배 이상 증가하는 결과를 얻을 수 있었으며 탈묵 펄프의 여수도가 7 70% 이상 개선되는 것으로 나타났다.

• Journal of Korea Water Resources Association
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• v.31 no.1
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• pp.85-93
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• 1998

This study is to analyze and predict the contaminant transport based on the hydrauli characteristics using 2-dimensional finite element model. The dynamic wate quality model. RMA-4. is used to predict the contaminant transport using the hydrulic characteristics obtained from RMA-2v model. The study region is from downstream of Cham-sil weir to upstream of Shin-Kok weir. From the results of contaminant transport analysis. it is shown that the variations of discharge and velocity give quite large effect to the transport and dispersion of contaminant material. and that the water qualities of Joong-Rang and Tan streams play an important role to the downstream also. when the incidental contaminant accident occurs and contaminant material moves to the downstream. it is resulted the decreasing of the maximum COD and the increasing of the duration time to be affected by contaminant. Finally. 2-dimensional analysis is required in the case of large river like Han River. since the large difference of contaminant concentration has been investigated in the left and right bank.

• Journal of Wetlands Research
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• v.15 no.1
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• pp.79-90
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• 2013

Stormwater wetland targeted to treat the rainfall runoff from cow feeding-lot basin has been monitored from May 2010 to November 2011. Reduction efficiency estimated based on 20 rainfall event monitoring was 88%, 54%, 70%, 31%, and 64% for TSS, BOD, $COD_{Cr}$, TN, and TP, respectively. Theoretically, as rainfall depth increases, hydraulic exchange ratio has to be increased. When the exchange ratio approaches to 1 (usually design goal), TSS reduction efficiency was estimated about 55%. Uncertainty in reduction efficiency of the stormwater wetland is normally very high due to the continuous rainfall activity, its magnitude and intensity, antecedent dry days, and other natural variables which can not be controlled by experiment conductors. In this study, predominant affecting variables was found to be hydraulics caused by consecutive rainfall events having different intensity and algal growth during dry days.

• Journal of Korean Society of Environmental Engineers
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• v.27 no.4
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• pp.414-419
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• 2005

This study was performed to compare the treatment efficiencies of two media, newly developed Bio-rock and conventional gravel, in soil clothing contact oxidation process. The composition of synthetic wastewater were $COD_{Cr}$ $150{\sim}370\;mg/L$, $BOD_5$ $150{\sim}270\;mg/L$, T-N $20{\sim}60\;mg/L$, T-P $5{\sim}25\;mg/L$, pH 7 and 2 mL/L of trace element solution. The experiment using two reactors was comparatively conducted for the flow rate of 40 L/d for 13 months, respectively. Initially Bio-rock reactor was increased to pH 12 due to $Ca(OH)_2$ with hydration of cement, but gravel reactor was dropped to pH 4 due to the degradation of organic material and nitrification. This significant pH variation deteriorated the growth and activity of microorganism. But the high pH of Bio-rock seems favorite to ammonia stripping and precipitation of phosphate. Such pH variation of Bio-rock and gravel reactors were finally stabilized to pH 8 and pH 6, respectively. The removal efficiencies of organic compounds from Bio-rock reactor were 96% of $COD_{Cr}$, 98% of $BOD_5$, 80% of T-N and 85% of T-P which stably coping against variation of influent concentration. But those of gravel reactor were 96% of $COD_{Cr}$, 96% of $BOD_5$, 42% of T-N and 40% of T-P, respectively. The Bio-rock was 2 times higher than T-N and T-P in treatment efficiency. And electron-microscopic examination showed that Bio-rock was more favorable to microbial adherence than gravel. The microbial populations were $5.2{\times}10^6\;CFU/mL$ of Bio-rock reactor compared to $2.6{\times}10^6\;CFU/mL$ in gravel reactor. In result Bio-rock was favor to microbial adherence and high treatment efficiency in spite of variation of influent concentration which had the advantages in saving running time and reducing site requirement.