• 환경영향평가
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• 제27권2호
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• pp.170-180
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• 2018

홍천군 내면 자운지구에는 고랭지 채소밭이 밀집되어 있어서 우기에는 고랭지 밭에서 많은 토사가 유출되어 소양호 탁도와 수질에 큰 영향을 미치고, 하류의 수도권 상수원에도 악영향을 준다. 본 연구에서는 고랭지밭 지역의 토사유출 저감을 위한 여러 BMPs 시설 중에서 많은 비용이 들지만 우리나라에서의 실측 조사 결과가 거의 없는 다단계 침사지에 대해서 강우시 유출입수를 실측 조사하고, 비점원오염물질 삭감효율을 분석하였다. 자운지구의 자운리 786번지와 자운리 628-2번지 다단계 침사지에서 2차례 강우에 대해서 침사지의 SS 제거효율을 분석한 결과 35%~62%의 삭감율을 보였다. BOD는 약 24%~55%, TP는 약 35%~58%의 오염부하가 삭감되었다. 이 지역 다단계 침사지의 실측 효율은 이론적인 효율보다 다소 낮지만 현재 설치되어 있는 침사지를 적절하게 관리하면 효율을 더 높일 수 있고, 추가적인 침사지 설치를 통해 흙탕물 관리를 효과적으로 할 수 있다.

• 환경영향평가
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• 제17권5호
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• pp.271-278
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• 2008

The purpose of this research provides the basic solution about waterfront and promotes the inherent capability, that recoveries both the river and gives the river for water quality to improve plan. In this study, we compare and analysis the slope contact between filter media of the porous concrete and planting concrete. As a result, when appling the porous concrete, it can show the removal efficiency is SS 53%, BOD 39%, COD 20%, T-N 36% T-P 42% and appling planting concrete is SS 58%, BOD42%, COD 26%, T-N 45%, T-P 53%. Therefore, planting concrete is higher removal efficiency (SS 5%, BOD 3%, COD 6%, T-N 9%, T-P 10%) than porous concrete. The experimental results show that using purification filter media on planting concrete is better than on porous concrete, because it have the higher purification filter efficiency. The quality of water improves vegetarian concrete, that can expect the increase of the self-purification capacity and improve the spectacle for providing the waterside and planting of planting concrete. In addition, it can complete and apply the research if having enough time for experimentation and accurate study for mechanism by plant, we can use both planting concrete filter media and the existing dike. As a result, we can gain the better quality of the water of the city's rivers and good economic value, that is spread by all cities applicable technologies. So it can be expected using well for future.

• 대한환경공학회지
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• 제36권12호
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• pp.873-878
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• 2014

본 연구에서는 박테리아 제거를 위한 완속모래여과에서 탄소나노튜브(Carbon Nanotube, CNT)의 적용성을 검토하기 위해서 전자현미경 분석 및 칼럼 실험을 수행하였다. CNT의 형태적 특성을 분석하기 위하여, 주사전자현미경으로 분석한 결과 CNT는 박테리아 부착이 용이한 섬유형태로 응집되어 있었다. CNT의 충진 두께, pH, 이온강도를 달리하며 칼럼 실험을 수행하였다. CNT의 충진 두께가 1 cm, 3 cm, 5 cm로 증가할수록 박테리아 제거율이 44.15%에서 99.95%로 증가하는 것으로 나타났다. 반면, pH가 5.5에서 8.5로 증가할 경우 정전기적 반발력에 의해 박테리아 제거율이 감소하는 경향을 보였다. 이온강도를 0 mM에서 50 mM로 증가하여 칼럼 실험을 수행한 경우 박테리아 제거율이 97.25%에서 70.90%로 감소하였다. 본 연구를 통해 CNT가 오염된 물에 함유되어 있는 박테리아를 처리하는 완속모래여과에 적용 가능한 것으로 나타났다.

• 환경영향평가
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• 제16권1호
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• pp.27-33
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• 2007

Hexavalent chromium-contaminated soils are encounted at many unregulated discharge and improper handling of wastes from electroplating, leather tanning, steelmaking, corrosion control, and wood preservation industries. Contamination of hexavalent chromium in the soil is a major concern because of its toxicity and threat to human life and environment. Current technologies for hexavalent chromium-contaminated soil remediation are usually costly and/or cannot permanently prohibit the toxic element from entering into the biosphere. Thus, as an alternative technique, immobilization is seen as a cost-effective and promising remediation technology that may reduce the leachable potential of hexavalent chromium. The purpose of this paper is to develope an immobilization technique for the formation of the geochemically stabilized hexavalent chromium-contaminated soil from the reactions of labile soil hexavalent chromium forms with the added soluble phosphate and chromium reducing agent. From the liquid phase experiment, reaction order of chromium reducing agent, soluble phosphate, alkali solution shows the best removal efficiency of 95%. In addition, actual soil phase experiment demonstrates up to 97.9% removal efficiency with 1:1 molar ratio of chromium reducing agent and soluble phosphate. These results provide evidence for the potential use of soluble phosphate and chromium reducing agent for the hexavalent chromium-contaminated soil remediation.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권4호
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• pp.77-86
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• 2020

Persulfate-based advanced oxidation processes (AOPs) can oxidize various organic pollutants. In this study, persulfate/Fe(II) system was utilized in phenol removal, and the effect of various organic and inorganic chelators on Fe(II)-medicated persulfate activation was investigated. The feasibility of persulfate/Fe(II)/chelator in cleanup of phenol-contaminated sediment was confirmed through toxicity assessment. In persulfate/Fe(II) conditions, the rate and extent of phenol removal increased in proportion to persulfate concentration. In chelator injection condition, the rate of phenol removal was inversely proportional to chelator concentration when it was injected above optimum ratio. Thiosulfate showed greater chelation tendency with persulfate than citrate and interfered with persulfate access to Fe(II), making the latter a more suitable chelator for enhancing persulfate activation. In contaminated clay sediment condition, 100% phenol removal was obtained within an hour without chelator, with the removal rate increased up to four times as compared to the rate with chelator addition. A clay sediment toxicity assessment at persulfate:Fe(II):phenol 20:10:1 ratio indicated 71.3% toxicity reduction with 100% phenol removal efficiency. Therefore, persulfate/Fe(II) system demonstrated its potential utility in toxicity reduction and cleanup of organic contaminants in sediments.

• Korean Chemical Engineering Research
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• 제49권6호
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• pp.857-864
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• 2011

순산소연소는 높은 연소 효율과 적은 배가스량, 낮은 질소산화물 농도를 장점으로 하고 있으며 연소온도 조절을 위한 배가스 재순환에 의해 배출되는 연소가스중의 $CO_2$ 농도를 95%까지 농축이 가능하므로 석탄 연소설비에 대한 유망한 CCS 기술로 부각되고 있다. 본 연구는 순산소연소 조건에서 배가스의 재순환을 통한 $CO_2$ 농도 증가에 기인하는 직접 황화반응이 탈황효율에 미치는 영향을 평가하고 반응온도, $CO_2$ 농도, $SO_2$ 농도상승이 $SO_2$ 제거효율에 미치는 영향과 배가스 중 수분 등이 $SO_2$ 제거효율에 미치는 영향을 실험적으로 고찰하였다. 반응온도 $1,200^{\circ}C$까지 온도 상승에 따라 $SO_2$의 제거효율은 증가하였고 Ca/S비, $CO_2$ 농도와 수분이 증가할수록 $SO_2$ 제거효율이 증가하였다. 이러한 운전변수는 영향인자 평가를 통하여 Ca/S 비>체류시간>$O_2$농도>반응온도>$SO_2$농도>$CO_2$농도>수분농도의 순으로 탈황반응에 영향을 미치는 것으로 나타났다. 또한 운전변수별 실험결과를 이용하여 로내 건식탈황에 있어서 각 운전변수별 성능 영향인자를 평가할 수 있는 반경험적 모델식을 도출하였다.

• 디지털융복합연구
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• 제20권2호
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• pp.339-344
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• 2022

본 연구에서는 공장 및 대형 시설에서 사용되고 있는 전기집진장치에 대하여 미세분진이 효율적으로 얼마나 제거 될 수 있는지에 대한 내용이다. 미세분진 제거 효율을 평가한 결과는 다음과 같다. 10,000 V 에서는 Efficiency method I은 68.1 % 를 보였고, Efficiency method I는 58.6 %로 Efficiency method I의 효율 보다 낮은 효율을 보였다. 5,000 V 에서는 Efficiency method I은 57.6 %를 보였고, Efficiency method II는 51.6 %로 Efficiency method I보다 낮은 효율을 보였다. 2,500 V 에서는 Efficiency method I은 50.3 %를 보였고, Efficiency method II는 24.4 %로 Efficiency method I보다 낮은 효율을 보였다. Efficiency method I의 경우 전 분진농도와 필터 통과 후 분진농도을 활용하여 계산한 효율이다. Efficiency method II는 필터 후의 공기와 오염된 공기가 혼합되는 환경에서 조금 더 정확한 효율을 측정하기 위해 Efficiency method II를 계산하였다. Efficiency method II는 Efficiency method I보다 낮은 효율을 나타내었다. 전기집진장치 실험 결과 10,000 V에서 집진 성능이 가장 높게 나타났으며, 그 다음 5,000 V, 2,500 V의 순을 보였다.

• 한국환경과학회지
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• 제21권8호
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• pp.901-907
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• 2012

The objective of this study was to evaluate bacteria removal ability of the metallic silver which was baked silver ion impregnated ceramic filter at heating condition. Silver leaking from baked ceramic filter was tested to sustain bacteria removal for a long time. Silver impregnated ceramic filter could remove E. coli completely at $10^{12}$ MPN/100ml to $10^{13}$ MPN/100ml of influent. However, ceramic filter without silver did not remove E. coli completely under the same condition. After baking, the silver impregnated ceramic filter almost didn't leak out the silver ion from filter. Photo of TEM (Transmission Electron Microscopy) showed that absorbed silver ions remained in ceramic filter after baking process and most of silver were less than 10 nm. According to the increase in the amount of silver in the ceramic filter, removal efficiencies of E. coli were increased but turbidity removal was decreased. It can be accounted that increased removal efficiency of E. coli was from disinfection of silver that is in the ceramic filter. Simulated concentrations of bacteria agree well with the observed experimental effluent concentration data. Moreover, first-order decay coefficients increased to 0.0034/min after silver was added in the ceramic filter. Increase of first-order decay coefficient proves that silver-added ceramic filter can remove bacteria easily.

• Environmental Engineering Research
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• 제10권6호
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• pp.316-327
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• 2005

Constructed wetlands provide several benefits that are not solely limited to storm water management and are becoming common in storm water management. In this research, four recently constructed wetlands underwent in situ and laboratory water sampling to determine their efficiency in removing storm water pollutants over a 5-month period. From the sampling results, it was determined that each of the wetlands was able to reduce the concentration of pollutants in the stormwater. To aid in the assessment of the wetlands against each other, a model was developed to determine the extent of removal of stormwater pollutants over the length of the wetland. The results from this model complimented the data collected from the field. Improvements, such as increased amounts of vegetation were recommended for the wetlands with the aim of increasing the effectiveness. Further investigations into the wetlands will allow for better understanding of the wetland's performance.

• Environmental Engineering Research
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• 제16권2호
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• pp.61-67
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• 2011

The water quality from nonpoint source run off results from different land use types has been studied. The construction of a buffer strip is one method of nonpoint source pollutant control. The Soil and Water Assessment Tool (SWAT) model has been applied to estimate the pollutant removal through the buffer strip. When the non-business land has been changed into grass to form a buffer-strip, the change of land use effects the results of the model according to measures of the water quality. The data from a water level station within the watershed in the years 2006 and 2007 was used for calibration and validation of the model. Under the rainfall conditions in 2007, the removal rates of SS, BOD, TN, TP were 11.5%, 9.5%, 1.2%, and 4.5%, respectively. During the rainy days, the removal rates at the buffer strip were 92.3% of SS, 91.2% of BOD, 82.4% of TN, and 83.5% of TP. The pollutants from nonpoint sources were effectively removed by over 80% as they passed through the buffer strips. Rainfall resulted in soil erosion, which led to an increase in the SS concentration, therefore, the construction of buffer strips protected the streams from SS inflows. Since TN concentrations are affected by the inflows of ground water and the N concentration of the rainfall, the removal rate of TN was relatively lower than for the other pollutants.