• Journal of the Korean Geotechnical Society
• /
• v.20 no.4
• /
• pp.49-56
• /
• 2004

Tracer tests were conducted to investigate leachate outflow through damaged parts on HDPE liner subject to puncture loads in a closed landfill. Natural gradient tracer test was used with two different types of tracers, iodide and Rhodamine WT. Tracers were selected under careful consideration of chemical components of leachate. Five injection wells with fourteen detection points were installed and operated throughout the test site. In this study, it is found that Iodide and Rhodamine WT are applicable and effective for leachate leakage investigation on waste landfills. Also, it is concluded that considerable amount of leachate was leaked through the rain water drain box and side wall of drain box.

• 한국신재생에너지학회:학술대회논문집
• /
• 2011.11a
• /
• pp.171.1-171.1
• /
• 2011

폐기물의 처리방법은 중간처리와 최종처리로 구분되며, 중간처리의 방법으로는 고형화, 생물학적 처리(소화), 화학적 처리(중화/침전/추출), 자원화 및 재활용, 소각/열분해용융/가스화 등이 있다. 최종처리 방법으로는 매립, 해양투기 등이 있으며, 과거에는 폐기물의 처리 방법으로 최종처리가 많이 이용되었으나 현재에는 지속가능한발전의 이념아래 폐기물의 자원화, 청정에너지의 생산 등을 이유로 전처리 기술이 많이 보급되고 있는 추세이다. 남원시에서 발생되는 생활폐기물은 2010년 통계에 따르면 하루 평균 약 43돈에 이르고 있으며, 매립지의 사용연수를 연장하기 위한 중간처리 방법이 검토되고 있다. 생활폐기물의 가장 일반적인 중간처리 방법으로는 소각, 열분해용융, 가스화 등이 적용될 수 있으며, 이와 같은 열적처리는 폐기물의 감용 및 감량 효율이 높은 중간처리 방법에 속한다. 이러한 열적처리를 위해서는 폐기물의 물리적 특성에 대한 조사 및 검토가 가장 먼저 선행되어야 하며, 본 연구에서는 남원시에서 발생되는 생활폐기물의 성상분류, 삼성분분석, 원소분석, 발열량분석 결과를 통해 가스화에 적합한 전처리 조건을 예측하였다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2000.11a
• /
• pp.310-313
• /
• 2000

본 연구에서는 현재 사용 종료된 매립지 재사용을 위해 정비를 실시 중인 전국 매립지 중에서 충남 공주시 금홍동에 위치한 사용 종료된 매립지를 대상으로 하여 사업 지구 및 그 주변지역의 환경질 평가를 위하여 토양에 관한 오염도 조사를 실시하였다. 시료는 매립지 내 1개 지점과 주변 논 2개 지점, 밭 1지점으로 총 4개 지점에서 채취하였다. 토양시료의 분석항목은 토양환경보전법에서 제시하는 총 11개 항목으로 하였으며, 실험방법은 토양오염공정시힘방법에 준하여 실시하였다. 실험결과 토양환경보전법상 농경지에 대한 우려기준과 비교하여 전 항목이 기준에 크게 미치지 못하는 것으로 나타났다. 토양질의 면에서 된다면 이 매립지 부지는 일반적인 용도의 토지로써 사용이 가능하다고 사료된다.

• Journal of the Korean GEO-environmental Society
• /
• v.8 no.1
• /
• pp.13-20
• /
• 2007

Leachates resulting from the waste landfill of waste can possibly cause the second pollution, such as the underground water and environmental pollution. Accordingly, Liner layer has been installed in the reclaimed land of waste to block and purify permeation water to and prevent this second pollution. The material used as Liner layer should have water resistance and be less than permeability coefficient of $1{\times}10^{-7}$ cm/sec. As it is very difficult to get this kind of natural clay with low permeability around the field, the suitable way to get the low permeable material is to use blend with good watertighness by mixing it with natural soil which is spread in the site. While this mixed soil, which can resist water, is commonly used in the site, namely, bentonite and MCG cementious mateiral mixed soil, which is widely used as Liner layer in the reclaimed land of waste, is recognized in Liner and durability. The study was performed to find the effect of additive of the bottom liner in the waste landfill. The aim of this paper is to explain of the field application examples as well as the data of experimental research with the engineering properties of Liner layer of the reclaimed land.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 1996.11a
• /
• pp.71-76
• /
• 1996

• 수도
• /
• s.41
• /
• pp.22-29
• /
• 1987

• Geotechnical Engineering
• /
• v.20 no.12
• /
• pp.39-43
• /
• 2004

• Bulletin of Korea Environmental Preservation Association
• /
• v.11 no.24
• /
• pp.20-23
• /
• 1989

• Journal of the Korean Society of Groundwater Environment
• /
• v.1 no.2
• /
• pp.85-89
• /
• 1994

Groundwater and soil contamination by the leak of leachates from the waste disposal site (WDS) is one of the serious environmental problems, and leachates are generally produced by the biogeochmical decomposition and/or precipitation in the WDS. At the Sindae-dong waste disposal site in Taejon, the average Cu, Pb and Zn concentrations in the surrounding soils are higher than those in other Korean soils but these are not high enough to cause any harmful effect to man through the crop plants. Copper, Pb and Zn are not detected in the groundwater samples but the pH of the sample is 5.6 which is not suitable for the drinking water. In contaminated soil samples, the heavy metal concentrations are higher in subsurface soil than in surface soil and it may be influenced by the leachates in groundwater. With the electric resistivity method, the water contains layers are found in contaminated soils and the resistivity values are considerably low because of the dispersion of plume by the leak of leachates. According to the distance from the leak point of leachate, resistivity values increased and heavy metal concentraions in soils decreased due to the reduction of plume.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.4 no.1
• /
• pp.55-61
• /
• 2016

This paper presents the geotechnical characteristics of the soil mixed with various waste(waste soil) in the landfill. The physical and mechanical tests were conducted to find out the waste soil. The tests include the gradation, consistency tests, shear and compression and the consolidation tests using both the Rowe cell and the constant ration stress. The analyses of the test results show the waste soil belongs to the well graded sand(SW) in the laboratory and sand-gravel(SG) to fine sand(SF) in the field monitoring based on the unified classification soil system. The shear strength is increasing with increasing the shear displacement, however, the peak of the shear strength does not appear through the test and there is no distinct peak value of the strength obtained. The compression index(Cc) results in as increasing the amount of the sludge included and the compression index is proportional to the sludge included, which means more settlement is expected. The hydraulic conductivity of the waste soil ranges between $1.6{\times}10^{-5}cm/sec$ and $1.8{\times}10^{-7}cm/sec$.