• 유기물자원화
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• 제24권2호
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• pp.41-49
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• 2016

P시에서는 음폐수 처리를 위해 병합처리시설을 설치하였으나, 음폐수 발생량 대비 처리용량이 부족한 실정이다. 또한 병합처리시설 방류수는 인근 바다로 직방류 되고 있어 환경적 문제가 발생할 수 있다. 따라서 본 연구에서는 P하수처리장을 대상으로 P시 발생 음폐수 처리 초과 분량 및 병합처리시설 방류수 연계처리 가능성을 검토하였다. 예상 가능한 4개의 시나리오를 세운 후, 각각의 최대 음폐수 및 병합처리시설 방류수 허용 투입량을 산정 하고, 투입 후 P하수처리장 유입수 성상 변화및 시나리오별 예상 처리비용을 비교 하였다. 검토된 모든 시나리오에서 환경부의 음폐수 병합처리 업무지침을 준수하면서 음폐수 및 병합처리시설 방류수 대부분을 P하수처리장에 연계 처리 가능하며 하수처리장 부하에도 큰 영향을 주지 않을 것으로 산정 되었다.

• 유기물자원화
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• 제21권4호
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• pp.50-61
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• 2013

교내 식당에서 분리 수거된 음식물류 폐기물에서 재생 에너지인 메탄가스를 생산하기 위해 혐기성 소화시스템에 대한 연구가 수행되었다. 1차 실험에서 침출수 인발/반송도 없고 혼합도 없는, 침출수 인발/반송은 없고 혼합이 있는, 침출수 인발/반송은 있고 혼합이 없는, 그리고 침출수 인발/반송은 있고 혼합이 있는 4개의 혐기성 시스템에서 침출수 인발/반송은 있고 혼합이 없는 시스템에서 가스발생이 가장 많은 것으로 나타났다. 반응조 혼합이 없고 침출수 인발/반송이 수행되는 시스템에서는 침출수의 반응조 내 침출수 유출속도가 빠른 경우에 혐기성 반응이 활발히 일어난 것으로 관찰되었다. 가스수집기 무게가 1kg이고 음식물류 폐기물 C/N비가 10이상이 되는 경우 혐기성 반응조의 가스가 소모되어 가스수집기에 부압이 걸리는 것이 관찰되었는데, 이에 대한 원인을 밝히는 것이 음식물류 폐기물에서 재생에너지를 회수하는데 필수적이다.

• 한국농림기상학회지
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• 제3권2호
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• pp.81-87
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• 2001

쓰레기 매립지 침출수의 중금속과 유해성분을 자작 나무와 이태리포플러 묘목이 얼마나 흡수, 제거하는 지를 알아보기 위해서 침출수 원액, 50% 침출수, 25% 침출수 그리고 대조구 등 4개의 처리로 나누어서 관수하였다. 실험이 끝난 후에 뿌리, 줄기, 잎을 분쇄기로 분쇄하고 그 함량을 Inductively Coupled Plasma emission spectrometer(ICP)로 조사하였다. 위에서 살펴본 것과 같이 이태리 포플러와 자작나무 모두 쓰레기 매립지 침출수의 유해 중금속을 흡수할 수 있는 능력이 있어 매립지나 황폐지 같은 지역의 빠른 조림을 위해서 활용이 기대되는 수종임을 알 수 있다. 특히 토양의 알루미늄(AA),크롬(Cr), 철(Fe) 등의 오염이 문제가 되는 지역에 이들 수종을 식재하게 되면 뿌리를 통해서 이들 원소를 흡착, 흡수 할 수 있는 효과를 올릴 수 있다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제9권3호
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• pp.1-11
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• 2004

매립지 침출수로 오염된 지반의 오염도 조사에 유전상수 측정기법의 적용성을 평가하기 위하여 매립지 침출수로 오염된 간극수를 포함한 사질토 지반의 유전특성을 분석하였다. 본 연구에서는 75kHz-12MHz 범위의 주파수에서 유전 상수를 실수부와 허수부로 구분하여 분석을 수행하였다. 유전상수 실수부는 공간전하분극과 배향분극의 발현정도에 영향을 받기 때문에 침출수 농도가 증가함에 따라 저주파 영역에서는 유전상수의 실수부 값이 증가하는 경향을 나타내었으나, 고주파 영역에서는 감소하는 경향을 나타내었다. 유전상수 허수부의 경우에는 측정 주파수에 관계없이 침출수의 농도가 증가함에 따라 전류전도에 의한 에너지 손실량이 증대되어 유전상수 허수부가 증가하는 경향을 나타내었다. 유전상수의 실수부와 허수부가 간극수 내 침출수 농도에 따라 변하는 것에 기초하여 유전상수 측정기법이 침출수로 오염된 지반의 오염도 평가에 효과적으로 적용될 수 있음을 확인하였다.

• 한국물환경학회지
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• 제27권4호
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• pp.461-466
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• 2011

The feasibility of utilizing food waste leachate as an external carbon source was tested to enhance biological nutrient removal from an industrial wastewater with an average flow rate of $164,800m^3/d$ and a low carbon/nitrogen ratio of 2.8. A considerable improvement in the removal of nitrogen and phosphorus was observed when a certain amount of the leachate, ranging from 70 to $142m^3/d$, was supplemented to the biological industrial wastewater treatment process. The addition of the leachate led to an increase in the BOD/N ratio (4.5) and the removal efficiency of nutritents from 29.7% to 71.7% for nitrogen and from 34.8% to 65.6% for phosphorus. However, an excessive dose of the leachate that significantly exceeded $120m^3/d$ caused serious operational problems, like oil-layer formation in the grit chamber and scum layer in the primary clarifier. Thus, an supplement of food waste leachate at a dose acceptable to an existing facilities can be a practical and effective means to enhance the nutrient removal from industrial wastewater and to dispose of the food waste leachate.

• 환경위생공학
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• 제15권2호
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• pp.49-57
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• 2000

The objective of this study is to find solid waste decomposition in landfill without leachate discharge. This study was observed variation of landfill gas production rate and leachate for stabilization assessment, and using four sets of lysimeter as experimental apparatus. Soild waste decomposition was accelerated in without leachate discharge system by sufficient moisture for methane bacteria. And gas production rate was between 54.2ℓ/kg VS∼335.9ℓ/kg VS in each lysimeter. Generation time of methane gas was showed different in each lysimeter, but it was much faster than literature research. The time of stabilization phase were began as follows : L-1 400 day, L-2 350 day, L-3 170 day and L-4 70 day respectively. Decreasing times of BOD/COD ratio and C/N ratio were necessary more than literature research because organic matter was not discharge such as wash out.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2001년도 추계학술발표회
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• pp.208-211
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• 2001

Geosynthetic Clay Liners (GCLs) have been used for the applications of the hydraulic containment system in landfill due to inexpensive costs, simple workability and distinguished ability as a barrier material. However, bentonite of GCLs is easy to be damaged by the chemical solutions. Thus, there is a need to evaluate the potential susceptibility of GCLs causing Increase the hydraulic conductivity when GCLs are exposed to raw leachate and dissolved humic substances from landfill leachate. The hydraulic conductivity tests were performed with flexible-wall permeameter (the falling -headwater/rising -tailwater procedure) in order to verify the potential susceptibility of GCLs. The values of the hydraulic conductivity conducted with raw leachate as a permeant liquid increased considerably; however, The change of the hydraulic conductivity in the case of humic and fulvic acid were not worthy of notice. As the results of swelling tests of bentonite, however, humic substances can affect badly on the dispersion behavior of bentonite. These results indicate that humic substances dissolved in leachate could reduce the hydraulic conductivity of GCLs in landfill.

• 농촌계획
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• 제7권2호
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• pp.65-73
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• 2001

Animal manure and manure compost produced from livestock farms are widely applied in crop lands. Leachate and runoff water from them are presumed to be one of the major sources of water quality deterioration in rural streams. Laboratory experiments were conducted to investigate water quality characteristics and loading of leachate obtained under rainfall simulation. Manure composts for the experiments were collected from beef cattle farms, dairy farms, and pig farms. Water quality parameters include SS, COD, TN, and TP. Most parameters of leachate from pig manure compost was higher than others. Both TN and TP concentrations were reflecting the composition of manure itself. It is recommended, therefore that the leachate from the manure composts should be controlled not to be discharged into streams.

• 한국농공학회지
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• 제40권2호
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• pp.112-122
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• 1998

Measurement of electrical resistivity in soils has been used for many years with purpose of estimating in situ porosity or density. Recently electrical resistivity has also been used as an indicator of soil contaimination. This paper presents the result of laboratory experiment to investigate the resistivity variation in contaminated sandy soils. The results can be used with the Cone Penetrometer Test (CPT) result to analyse ground condition. In the experiment, the water content and leachate concentration of soils were controlled by groundwater and leachate, and then the resistivity measurement was made with 'STING-R1' by Advanced Geosciences Inc. In the case of using groundwater, the resistivity was in the range of over 1000${\omega}{\cdot}m$, but in the case of using polluted water by leachate, the resistivity decreased significantly down to 10~ 100${\omega}{\cdot}m$ for the same moisture content. Also the resistivity varied according to the degree of saturatrion. Therefore, if soil is contaminated by leachate, the CPT with electrical resistivity sensor might be used to investigate the contamination status and plume migration. But exact component of leachate and the pollutant concentration are still hard to identify.

• Environmental Engineering Research
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• 제20권4호
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• pp.363-369
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• 2015

This study aims to characterize solid household waste and to present physicochemical characteristics of fresh leachate before landfilling in Kasba Tadla city, Morocco. Obtained results show that household waste produced in 2013 were about 11,787 tons, or 0.27 tons/capita/year. These wastes were composed essentially of organic materials (74%), paper (8%), plastics (9%), metals (1%), and glass (0.5%). However, monthly produced leachate ranges from a maximum of $130.92m^3$ during summer and a minimum of $21.88m^3$ in winter. Moreover, leachate treatment using Upflow Anaerobic Sludge Blanket technique was accompanied by a decrease in electrical conductivity, certainly related to leachate-sediment chemical exchanges. Otherwise, the same acidity reduction phenomenon occurs when pH value increased from 4.49 to 6.17 after 24 hours, confirming the system response since the early stages of treatment. In addition, temporal evolution of the treatment efficiency in terms of COD highlighted a very important reduction which reached 94% after 5 days with an average temperature of $25^{\circ}C$.