• 자원환경지질
• /
• 제34권6호
• /
• pp.523-537
• /
• 2001

운정동위생매립장 입구부근의 잡용수가 유입되는 지점의 하천수는 주변 하천수에 비하여 pH, EC, turbidity, TDS, NaCl(%) 등이 높게 나타나고 있으며, 유기물의 부화로 인한 낮은 DO가 관측되어 매립자의 잡용수에 의한 오염을 시사하고 있다. 잡용수가 합류한 하천에 인접한 C 지점의 지하수에서 EC, TDS, NaCl(%) 등이 높게 나타나고 있으며, A 와 F 지점의 지하수에서도 B ,D , 그리고 E 지점의 지하수에 비하여 이러한 특성들이 높게 나타나는 특징을 보인다. 특히 이들 지하수는 piper diagram에서도 공통적으로 Na-Cl형으로 분류되어 운정동위생매립장의 침출수와 잡용수에 의한 오염을 강력하게 지시하고 있다. 연구지역의 지하수와 하천수 오염특성은 건기인 겨울철시료에 비하여 우기인 여름철시료에서 더 높게 나타나고 있음을 확인하였다. 지하수와 하천수에 대한 요인분석결과, 침출수중의 함량이 높게 나타나는 원소들(Ca, Ma, Na, K, $Cl­^{-}$­, $SO_4^{2-}$, $F­^{-}$)의 명료한 수반관계를 확인하였으며 이들을 매립장 주변 수계의 오염지시자로 활용할 수 있을 것이다.

• Environmental Engineering Research
• /
• 제20권3호
• /
• pp.268-276
• /
• 2015

Solid waste production increases due to population and consumption increments. Landfill is the ultimate destination for all kinds of municipal solid waste; and is the most convenient waste disposal method in developing countries. To minimize investment and operational costs and society's opposition towards locating landfills nearby, proper landfill sizing and siting are essential. In this study, solid waste forecasting using Autoregressive Integrating Moving Average (ARIMA) was integrated with government future plans and waste composition to estimate the required landfill area for the state of Selangor, Malaysia. Landfill siting criteria were then prioritized based on expert's preferences. To minimize ambiguity and the uncertainty of the criteria prioritizing process, the expert's preferences were treated using integrated Median Ranked Sample Set (MRSS) and Analytic Hierarchy Process (AHP) models. The results show that the required landfill area is 342 hectares and the environmental criteria are the most important; with a priority equal to 48%.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.259-266
• /
• 2008

In the past, MSW (Municipal Solid Waste) disposal was typically done by recycling, incineration, or landfilling. In South Korea prior to the late 1950's, land burial was usually accomplished by disposal in an open dump. Currently, with increasing concerns and environmental recognition, MSW disposal and landfilling is more restricted. MSW landfill facilities have been developed with certain design and construction specifications. However, these methods have a space for improvement. MSW landfill facilities follow a step wise approach of design, construction, operation and closure management after use in agreement with established environmental and sanitary standards. This study intends to give a technical guidance for installation and consideration of newly established MSW landfill facilities, and also provide an establishment and regular inspection of MSW landfill facilities.

• 환경위생공학
• /
• 제11권1호
• /
• pp.45-55
• /
• 1996

An experimental research was conducted in order to study the combined treatment o of municipal landfill leachate and municipal sewage. The landfill leachate was that of Nanjido landfill site, and the municipal sewage was that of Chungnang municipal sewage treatment plant in Seoul. Several sets of bench~scale sequencing batch reactor(SBR) were used as e experimental apparatus. Specially investigated items in this experiment were the removal efficiency of substrate and the influence of treatment time. The experiment lasted for about 2 years. The result are as follows ; 1. The characteristics of leachate were pH 7.5~8.2, BOD 80~336mg/L, COD 908~1,460mg/L, NH3-N 1,409~2,330mg/L, T~P 2.7~7.lmg/L, Cl~3,540~4,085mg/L, a and heavy metals are a very small amount. And the characteristics of sewage were pH 6.9~7.3, BOD 78.4~129.3mg/L, COD 121.2~305.0mg/L, T~N 14.9~36.4mg/L, T-P 2.3~8.9mg/L. 2. The treatability of leachate alone was not treat well. So for the good treatment of leachate, it was necessary to deal with the pretreatment before bi이ogical treatment and a combined treatment of municipal sewage. 3. The various contents of the leachate were 5%, 10%, 30%, and 50%, and the removal efficiency of COD was 86.0%, 82.8%, 60.6%, and 31.7%. The maximum content of the leachate which could be sucessfully treated by SBR in the combined treatment was 10% of that of sewage. And the removal efficiency of COD increased n notably, as its treatment time increased. 4. The various contents of the electrolytic treated leachate were 5%, 10%, 30%, and 50%, and the removal efficiency of COD was 89.9%, 86.1%, 79.2%, and 69.8%. The maximum content of the leachate which could be sucessfully treated by SBR in the combined treatment was 30 % of that of sewage. And the removal efficiency of C COD increased notably, as its treatment time increased.

• 자원리싸이클링
• /
• 제21권1호
• /
• pp.17-29
• /
• 2012

대전시 ${\bigcirc}{\bigcirc}$ 권역 택지발지구내 불법매립지 선별 정비사업과정에서 회수된 선별결과물의 재활용성 및 에너지전환 기능성을 평가하였다. 본 연구에서 사용된 순환형 매립정비시스템(SLR-System, Sustainable Reclamation-System)은 수분함량 약 28.0%조건에서 약 91.4 $m^3/hr$ (about 130.61 ton/hr)의 처리 성능을 보였으며, 선별결과물의 회수율과 순도는 선별토사가 약 98.9%와 약99.66%, 선별가연물류가 약 91.8%와 약 92.0%로 각각 측정되었다. 특히, 선별토사의 경우, 입도크기가 ${\O}$35 mm이하로 유기이물질 함량이 0.31%(V/V)로 재활용법적 기준치를 만족하였으며, 최대 약 98.42%까지 재활용이 가능한 것으로 평가되었다 또한, 선별가연물의 경우, 저위발열량이 약 3,636 kcal/kg으로 RDF 품질기준을 만족하였으며 최대 약 84.43%까지 RDF 생산이 가능한 것으로 측정되었다.

• 한국지하수토양환경학회:학술대회논문집
• /
• 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
• /
• pp.70-73
• /
• 1997

산업폐기물의 재활용은 정부가 적극적으로 권장하고 있다. 폐석회의 비중, 건조단위중량. 일축 압축강도, pH, 투수계수 등의 지반특성을 실내시험결과를 고찰함으로써 폐석회가 매립장에서 인공차수재 및 복토재로 사용 가능성을 평가한다. 폐석회를 몇가지 환경실험을 통해서 그 결과를 EPA기준과 비교하였다. 본 논문에서는 실내실험을 수행한 결과를 전술하였고, 실험결과 분석에 의하면 혼합토(폐석회/화강풍화토)가 위생매립장의 인공차수재로 가능성이 있다고 판단된다.

• Environmental Engineering Research
• /
• 제8권3호
• /
• pp.107-115
• /
• 2003

• 한국자원리싸이클링학회:학술대회논문집
• /
• 한국자원리싸이클링학회 2001년도 정기총회 특별강연 및 춘계학술연구발표회(2)
• /
• pp.103-105
• /
• 2001

• 한국대기환경학회지
• /
• 제19권4호
• /
• pp.363-376
• /
• 2003

In this study, the fugitive emission characteristics of airborne volatile organic compounds from different source categories were evaluated with respect to the concentrations measured in the vicinity of the sources. A total of 22 different sources were investigated, including gasoline storage and filling stations, painting spray booth, laundry, printing officer, textile industries, and a number of environmental sanitary facilities such as landfill, wastewater treatment and incineration plants. The target VOCs included 83 individual compounds, which were determined by adsorption sampling and thermal desorption coupled with GC/MS analysis. Overall, the aliphatic compounds appeared to be the most abundant class of compounds in terms of their concentrations, followed by aromatic, and halogenated hydrocarbons. As a single compound, however, toluene was the most abundant one, explaining 11% of the total VOC concentrations as an average of all the dataset. Among source categories, petroleum associated sources such as gasoline storage/filling stations, and laundry factory were identified as the most significant sources of aliphatic hydrocarbons, while aromatic VOCs were dominantly emitted from the sources handling organic solvents, such as painting booth, printing offices, and textile dyeing processes. However. there was no apparent pattern in terms of the contributions of eath group to the total VOCs concentrations in environmental sanitary facilities. It was also found that the activated carbon adsorption tower installed for the VOC emission control in some facilities do not show any effective performances, which may result in the increased VOC levels in the ambient atmosphere.

• 한국토양환경학회지
• /
• 제2권1호
• /
• pp.63-72
• /
• 1997

본 연구는 여러 종류의 매립지에서 발생가스를 측정하여, 다음과 같은 결론을 얻었다. (1) $CH_4$가스는 대부분 수직가스포집관에서 유출되며, $CO_2$가스는 총유출량의 약 50% 정도가 수직가스포집관을 통하여 유출된다. (2) 매립지 표면에서는 $CH_4$가스 보다 $CO_2$가스가 많이 유출된다. (3) 사면 복토층은 면적비율이 작으나 가스 발생량이 많으며, 특히 $CO_2$가스의 발생율이 높다. (4) 새로 반입된 쓰레기층 표면에서의 $CH_4$가스 발생량은 미소이므로 무시하여도 되나, $CO_2$ 가스 유출량이 많다. (5) 쓰레기층 노출, 복토층 다짐정도등에 따라 가스 발생량의 변화를 보인다. (6) 가스포집관과 복토 표면에서의 가스 유출량은 $CH_4$가스 유출이 많으나, 매립지 전체에서는 $CO_2$가스 유출량이 많다.