• 한국지반공학회논문집
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• 제20권8호
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• pp.29-39
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• 2004

폐기물 매립지의 침하량을 예측하는 것은 우리나라와 같은 좁은 국토를 효율적으로 관리하기 위하여 매우 중요하다. 매립장내 유기물이 장기간에 걸쳐 생화학적으로 분해되기 때문에 압밀이론으로 해석하기 곤란하다. 본 연구에서는 실내모델실험을 통하여 매립가스의 발생특성을 분석하였다. 두개의 시험매립조를 만들었는데 하나는 침출수를 재순환한 것과 다른 하나는 재순환하지 않은 것이다. 시간의 변화에 따른 가스발생량과 매립조의 침하량과의 관계를 분석하였다. 수학적 침하량예측모델을 제안하여 장기침하량을 예측하여 실험계측치와 비교하고 수정계수를 사용하도록 제안하였다. 침출수 재순환이 침하를 촉진하는 효과가 있는 것으로 나타났는데 가스모델의 수정계수가 침출수순환을 하지 않은 경우는 1.4, 재순환한 경우는 1.7으로서 약 22%의 촉진효과가 있다.

• Journal of Ecology and Environment
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• 제29권1호
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• pp.29-34
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• 2006

Three macrophytes species, that are, Phragmites australis, Zizania latifolia and Typha angustifolia were grown in mono culture in order to compare growth (relative biomass increase rate), variation of photosynthetic pigment (total chlorophyll, Chl a, Chl b and Chl a/Chl b) and effectiveness of nutriment removal in 15%o NaCl-salt solution or processed-leachate (salinity 19.6%o) from sanitary landfill sites. The relative biomass increase rate of p. australis was significantly higher than Z. latifolia and T. angustifolia. In the case of processed-leachate treatment, the relative biomass increase rates of above-part, rhizome and root of P. australiswere 178 %, 148 % and 157 %, respectively. Also, in 15%o NaCl-salt solution treatment, the relative biomass increase rates of P. australis increased as follows; 161 % (above-part), 183 % (rhizome) and 112 % (root). Total chlorophyll contents increased significantly in the leaves of P. australis and Z. latifolia grown in 15%o NaCl-salt solution and processed-leachate. Among three macrophytes, P. australis was evaluated as most effective macrophyte for the biological retreatment of processed-leachate from sanitary landfill sites.

• 환경위생공학
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• 제20권1호
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• pp.32-39
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• 2005

Recently, sanitary landfill was one of the most widely used for disposal of waste in Korea. With increasing of use and public awareness of this method for disposal. there is an increased concern with respect to the pollution potential by the landfill leachate. Especially, an aged landfill leachate contained relatively large amount of the nonbiodegradable substances which could not be removed by biological treatment processes. So, this study was conducted to the removal of nonbiodegradable substances, such as Humic acid and Fulvic acid with the electrolysis. In this study, electrode materials, electrolyte concentration, electrode distance, current density, and pH value were found to have significant effect on both pollutant removal efficiency and current efficiency in electrochemical oxidation process.

• Journal of the Korean Wood Science and Technology
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• 제44권2호
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• pp.231-240
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• 2016

The change in chemical compositions of leachate and medium density fiberboard (MDF) from a laboratory-scale simulated landfill which constructed in a plastic container containing alternating layers of soil and MDF was investigated to evaluate decomposing of MDF in soil. Four treatments were conducted: 1) MDF in soil, 2) MDF only, 3) cured UF resin in soil, and 4) soil only. Molecular weight (MW) distribution of compounds in leachate from soil only treatment did not change over time. In UF resin in soil treatment, the MW distribution shifted to a lower MW distribution over time, while the peak shifted to the left indicated changing to higher MW distribution in leachate from treatment 1 and 2 contained MDF. Higher percent nitrogen in leachate was observed in MDF containing treatments due to the UF resin in the MDF. The percent carbon slightly increased in MDF only while that greatly decreased in MDF in soil treatment maybe due to bacterial activity. The percent of extractable materials from the MDF decreased greatly on day 35 compare to day 0, and subsequently did not change much on day 77. In contrast, percent holocellulose and lignin did not change much over time. No structural change of the wood fiber in MDF occurs during the study. Water-soluble materials from MDF in soil contributed the change in chemical composition of leachate.

• 한국지하수토양환경학회지:지하수토양환경
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• 제9권2호
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• pp.48-53
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• 2004

본 연구는 최종복토 구조에 따른 제기물 매립지에서의 침출계수의 변화에 관한 것이다. (a)는 1999년 최종복토 설치기준이 강화되기 이전, 양질의 토사를 이용하여 50cm두께로 최종복토를 실시하는 구조이며, (b), (c)는 최종복토 설치 기준 강화로 식생대층, 배수층, 차단층((b): Geomemrane(1.5 mm)와 다짐점토층(30 cm), (c) 다짐점토층(45 cm)), 가스배제층으로 최종복토를 설치하는 구조이다. 침출수 발생량은 일반적으로 합리식에 의해 산정되며 합리식 인자중 침출계수에 의해 영향을 크게 받는다. 침출계수는 우수로 인한 침출수 발생비율로 최종복토 구조에 따라 큰 변화를 보이는 인자로서 이 연구에서는 최종복토 구조 변화에 빠른 침출계수를 산정하기 위해 HELP(Hydrologic Evaluation of Landfill Performance) Simulation과 Pilot lest를 이용하였다. HELP Simulation 결과 (a) 구조의 침출계수는 0.36∼0.42로, (b), (c)의 침출계수는 최종복토의 차단층의 설치 질에 따라 0.03∼0.15로 예측되었다. 또한 Pilot Test 결과 강화된 구조의 최종복토의 침출계수는 HELP Model결과와 유사한 0.13의 수치가 발생되었다.

• 유기물자원화
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• 제9권1호
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• pp.109-118
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• 2001

사후관리단계에 있는 폐기물매립지에서는 매립쓰레기의 안정화 정도를 실측조사하여 파악하기 어려운데 굴착조사를 하면 최종복토층이 손상되기 때문이다. 이러한 문제를 해결하고자 본 연구에서는 침출수 및 매립가스를 이용하여 매립쓰레기의 분해정도를 평가하는 방법을 개발하고 난지도매립지를 대상으로 적용해 보았다. 그 결과 난지도매립지의 매립쓰레기는 2000년까지 분해가능폐기물 기준 54%, 이분해성물질 기준 70%가 분해되었으며, 대부분이 가스상태로 전환된 것으로 분석되었다. 본 연구에서는 이러한 결과는 생화학적 안정화지수로 활용하고, 매립지의 생물학적 분해조건이 변화되었을 때 반영하는 방법도 제시하였다.

• 유기물자원화
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• 제26권2호
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• pp.19-32
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• 2018

본 연구는 침출수 재순환에 의한 매립가스에 대한 메탄가스 농도에 어떠한 영향이 있는지 분석하였다. 실험대상 매립장 지역의 2010~2016년간 월평균 총강수량은 130.9mm, 2017년 6월 총강수량 73.7mm 이었다. 이러한 기상청 자료를 근거로 실험대상 매립장의 수분함수율은 낮을 것으로 예상되었다. 실험대상 매립장에 10개의 포집공을 선정하여 5톤의 침출수를 나누어서 투입하면서 매립가스 변화특성을 조사하였다. 침출수 투입하기 전 10개의 메탄가스 농도(평균) 투입전 30.14%, 투입후 메탄가스 농도(평균) 24.66%(6월 21일), 31.51%(6월 24일), 36.68%(7월 1일), 52.47%(7월 25일)로 메탄가스 농도가 증가하였다. 본 실험대상 매립장의 경우 5톤의 침출수를 투입한 결과 매립지의 유기물질 분해에 필요한 최적 함수율 50~65% 범위를 유지하는 것으로 판단된다.

• 한국방재학회 논문집
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• 제3권4호
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• pp.145-151
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• 2003

생활폐기물 및 산업폐기물은 인간의 활동으로부터 배출되며 소각법 혹은 매립법 또는 2가지 방법을 동시에 이용하여 처리되고 있다. 특히 매립법은 침출수로 인하여 매립지가 있는 지역의 지하수계를 심각하게 오염시켜 환경재해를 발생시키고 있다. 따라서 오염지역의 침출수 오염특성을 3차원적으로 조사하여 환경재해를 최소화하는 것이 중요하다. 본 연구는 비위생 매립지인 충주시 노은 매립장의 3차원적 침출수 오염특성을 조사하였다. 조사를 위한 1개 측선의 방향은 주된 매립지 경계와 평행하도록 설치하였다. 노은 매립장을 탐사한 결과 가장 상부층은 안정화가 완전하게 진행되었으나 가장 하부층은 부분적으로 침출수가 일부 존재하는 것으로 분석되었다.

• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2002년도 춘계 국제 학술대회
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• pp.91-99
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• 2002

A recent survey investigated that there were over one thousand un-controlled closed landfills(1,072 sites) in Republic of Korea. Most of these landfills were constructed before 1986. Waste management act were not promulgated at that time, so they usually do not have dranage system and leachate treatment facility. Also, considerable attention has been received to landfill leachate pollution, leachate has an adverse impact on the surrounding environment such as soil, groundwater, and water supply source. According to the result of survey for closed landfill management, it was reported that 875 sites out of 1,072sites(81.6％) have no leachate treatment facility and 630 sites out of 1,072sites(58.7％) have been used for farm lands and residence. Consequently it is hard to do postclosure care continuously in most of cases and these uncontrolled landfills have contaminated farm lands and residence. The average age of these landfills are ranged mostly between 2 to 15 years. Much time and advanced technology are needed to remediate these uncontrolled landfills, therefore the survey for present status of closed landfill sites is required and suitable treatment processes should be prepared. With this point of view, We has been investigated to find out the present status of closed landfill, problems of post management and discussed plans for remediation and reuse. Remedial actions of un-controlled landfill have been carried out the many cities since 1997 upto now. Most frequently applied technology were reuse after excavation and there were several cases to capping in the surface of landfill and to construct subsurface barriers. It is considered that landfills in use have a possibility not to be controlled because of inadequate construction and improper management. Therefore remediation of uncontrolled landfills and recovery technology should be develop continuously Especially, it has been expected that resource technology of landfill gas as a energy has some advantages in controlling odors in the site area and accelerating stabilization of landfills with the energy.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2006년도 총회 및 춘계학술발표회
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• pp.398-401
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• 2006

Two landfills of this study containing municipal wastes without any bottom liner and leachate treatment system have different landfill age, waste volume and most importantly different hydrogeologic settings. The one (Cheonan) is situated in an open flat area while the other (Wonju) is located in a valley. In the interior of the landfills, typical anaerobic conditions revealed by low DO and ${NO_3}^-$ concentrations, negative ORP values, high $NH_3$, alkalinity and $Cl^-$ concentrations were observed. Generally higher levels of contaminants were detected in the dry season while those were greatly lowered in the wet season. Significantly large decrease of Cl concentration in the wet season indicates that the dilution or mixing is one of dominant attenuation mechanisms of leachate. But detailed variation behaviors in the two landfills are largely different and they were most dependent on permeability of surface and subsurface layers. The intermediately permeable surface of 1.he landfills receives part of direct rainfall infiltration but most rainwater is lost to fast runoff. The practically impermeable surface of clayey silt (paddy field) at immediately adjacent to the Cheonan landfill boundary prevented direct rainwater infiltration and hence redox condition of the groundwaters were largely affected by that of the upper landfill and the less permeable materials beneath the paddy fields prohibited dispersion of the landfill leachate into downgradient area. In the Wonju landfill, there exist three different permeability divisions, the landfill region, the sandy open field and the paddy field. Roles of the landfill and paddy regions are very similar to those at the Cheonan. The very permeable sandy field receiving a large amount of rainwater infiltration plays a key role in controlling redox condition of the downgradient area and contaminant migration.