• Title/Summary/Keyword: waste landfill site

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Characteristics of Desiccation on the Stabilized Layer in Waste Landfill (쓰레기 매립지에서 표층고화처리층의 건조수축특성)

  • 천병식;임종윤;최창현;차용혁
    • Proceedings of the Korean Geotechical Society Conference
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    • 1999.10a
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    • pp.301-308
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    • 1999
  • With the shortage of the land and NIMBY syndrome, it is issued recently that the capacity of waste-landfill site is needed though the decreasing tendency of waste landfill. From this point, the stability is the most essential problem in the landfill that will be constructed. Advanced design and construction are most important for that. In this paper, for the study of desiccation, dry-shrinkage crack from drying and chemical reaction in cement hydration, which is occurred when the surface layer stabilization method is applied in wast landfill, laboratory test of the ground and specimen according to the mixture ratio of stabilizer is performed. From the result, it is notified that the uni-axial strength increases with the stabilizer, but dry-shrinkage increases too, therefore, it is important and the goal of this study to find the optimal mixture ratio of each stabilizer. Analysis of variance for regression with acting variables is performed to find optimal mixture ratio of each stabilizer.

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Suggestions for the Estimation of the Methane Emission from a Landfill Site

  • Lee, Kyungho;Jeon, Eunjeong;Lee, Youngmin;Park, Junghyun
    • Journal of Urban Science
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    • v.9 no.1
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    • pp.69-73
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    • 2020
  • Sudokwon landfill("Sudokwon" means regions of Seoul, Kyunggi and Incheon metropolitan cities in Korea), the world's largest sanitary landfill, has been systematically managing statistics on the incoming and dumping wastes and satisfactorily controlling pollutants including leachate and LFG. According to our long time experience of LFG field monitoring, the emission of GHG from landfill estimated by the IPCC Guideline showed much difference with our results. C&D waste has high concentration of sulfate compared to other wastes. Increased C&D waste of dumping waste had changed the COD/sulfate ratio in the landfill, which caused the increase of H2S gas and the decrease of CH4 gas. But the IPCC estimation method does not consider the effects of sulfate. In addition to that, the oxidation factor of the cover soil is set to the default values of 0.1 but the measured values by the field monitoring, are showing much higher than that, especially in the closed landfill.

Measurement of VOC in the Ambient Air of a Small Scale Municipal Landfill Site -A Case Study at the Sampung-dong Landfill in Gyungsan City- (소규모 도시 생활폐기물 매립장 대기 중 VOC의 농도 측정 -경산시 삼풍동 매립장을 대상으로-)

  • 백성옥;김배갑;서영교
    • Journal of Korean Society for Atmospheric Environment
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    • v.20 no.1
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    • pp.59-68
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    • 2004
  • In this study, we investigated the concentrations of volatile organic compounds (VOC) in the ambient air of a small scale municipal waste landfill site. Seasonal sampling was carried out simultaneously at two sites, i.e. one in the center of the landfill area, and the other at a boundary site. Among 38 target VOC, toluene appeared to be the most dominant compound, followed by benzene. and xylenes. The higher levels of BTX imply that paint -containing materials and/or organic solvents are the most significant sources of the VOC in the landfill environment. Seasonal variations for the samples collected at the landfill site indicated that the VOC concentrations tend to be higher in the spring and fall season and lower in the winter season. In addition, night- time concentrations appeared to be generally higher than day-time. Such daily variation might be due to more stabilized atmosphere during the night-time. Similar patterns were also found in samples collected at a boundary site. This study demonstrated that the municipal landfill, although it is small -scaled, could be an important emission source of atmospheric VOC, particularly in the vicinities of the landfill. Thus, an appropriate control strategy is required to prevent any undesirable secondary pollutions from the environmental sanitary facilities such as landfill.

The Characteristics of Sludge Landfill Site in Nanjido (난지도 하수슬러지 매립지의 슬러지 성상분석)

  • Namkoong, Wan;Hwang, Seon Suk;Kim, Chul Soo;Yeun, Bum Han;Ryu, Bum Su
    • Journal of the Korea Organic Resources Recycling Association
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    • v.4 no.2
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    • pp.47-53
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    • 1996
  • This study was carried out to estimate the amount and the characteristics of sewage sludge disposed of in the Nanjido sludge landfill site. Boring test was conducted to estimated the landfill volume and to get sludge samples to be analyzed. Total analysis and leaching test were performed to find the characteristics of sewage sludge. The Nanjido sludge landfill site had the surface area of $50,000m^2$ and the average depth of 15m. The estimated sludge volume was 600,000ton. Sewage sludge in Nanjido sludge landfill site was very stable. Results of total analysis of heavy metals indicated that the sludge could be classified as a non-hazardous waste according to the California state regulation. The sludge also could be used as compost based on compost quality criteria of foreign countries. Results of Korea Extraction Procedure showed that sewage sludge in Nanjido sludge landfill site was not a hazardous waste.

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Contamination Characteristics of Open Dumped Wastes at Land Developing Site (단지개발 지구내에 불법매립된 폐기물의 오염특성 분석)

  • 정하익;김상근;이용수
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.11a
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    • pp.415-418
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    • 2000
  • There has been a steady increase in geoenvironmental engineering projects where geotechnical engineering has been combined with environmental concerns. Many of these projects involve some investigation on contaminant around unplaned waste landfill. In this study, investigation and test on contamination characteristics of wastes dumped at municipal site were carried out. Testing wastes were sampled at this site. Sampled wastes were divided into waste itself and soil to analysis the characteristics of waste and soil. As a result of this study, the concentration of soil and waste were investigated. And measured concentration were compared with related concentration criteria.

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Integrating approach to size and site at a sanitary landfill in Selangor state, Malaysia

  • Younes, Mohammad Khairi;Basri, Noor Ezlin Ahmad;Nopiaha, Zulkifli Mohammad;Basri, Hassan;Abushammala, Mohammed F.M.;Maulud, Khairul Nizam Abdul
    • Environmental Engineering Research
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    • v.20 no.3
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    • pp.268-276
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    • 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%.

Construction Method of Zero Discharge System for Environmental Energy Complex in Landfill (매립지내 환경에너지단지의 무방류 시스템 구축방안)

  • Chun, Seung-Kyu
    • Journal of Korean Society of Water and Wastewater
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    • v.27 no.5
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    • pp.581-590
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    • 2013
  • A research was performed for zero discharge system of waste water which is produced from energy recovery process of waste and biomass. Leachate and all kinds of waste water should be separated and integrated into three categories in addition to converting existing leachate treatment facility into waste water treatment facility as well as introducing a management system of reverse osmosis membrane facility and bioreactor landfill. Following these conditions to better water treatment process, it was likely to produce over 3,000 tons of low-grade recycling water and 2,000 tons of high-grade recycling water per day when zero discharge system of waste water is applied starting from 2016. Economical efficiency was also surveyed in total treatment fee. Present system costs 18,129 million won per year, and suggested zero discharge system would cost 15,789 million won per year.

Stabilization of Industrial Wastes Landfill using Lab-lysimeter (모형매립조를 이용한 산업폐기물 매립지의 안정화 조사 기초 연구)

  • 박동일;최석규;홍종순;장인용
    • Journal of environmental and Sanitary engineering
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    • v.13 no.3
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    • pp.9-18
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    • 1998
  • An experimental research was conducted to establish primary data for the stabilization assessment of industrial wastes landfill with analysis of waste components and investigation of leachate and gas generation, using three sets of lysimeter as experimental apparatus. Comparing results of lysimeter from data of landfill, it is suggested that lysimeter of this study can be used to accomplish the stabilization assessment of the real landfill site. Moisture content was lower as landfill period was older and combustible component was the highest in lysimeter C. The C/N ratio of waste was 7.4~14.4 and, with the elemental analysis, the theoretical gas generation rate based on the modified Buswell equation was 0.47~0.49 $m^3/kg-dry$ waste in lysimeter C. Considering the C/N ratio of leachate, it is concluded that the addition of carbon source is needed to biodegrade leachate hereafter. Gas generation rate($m^3/kg-dry$ waste) from lysimeter A, B and C was 0.0009, 0.014 and 0.0067, respectively, and different from each other according to the landfill period of wastes. The results in this study show that the biodegradation of microorganism for stabilization of landfill was inhibited and more activated in acidogenic step than in methanogenic of anaerobic degradation.

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Citizen's Attitude to Treatment Facilities of Municipal Solid Waste in Small City (폐기물 처리시설에 관한 소도시 시민의 의식 조사)

  • 장성호;박진식
    • Journal of environmental and Sanitary engineering
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    • v.14 no.1
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    • pp.70-79
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    • 1999
  • A questionary survey was conducted to investigate citizen's attitude to treatment facilities of municipal solid waste in Miryang during 8. June of 1998 and 22 June of 1988. Collection effiencies was 86.7%, as 260 individuals of the 300 individuals. The survey showed that 43.0% of answers recognized seriousness of problem of the waste treatment and 33.1% of respondents concerned about recycle of organic waste. 40.8% of total answers said that they most hated landfill site among waste treatment facilities, and most citizens wanted as much distant as possible from waste treatment facilities. It was investigated that the greater part of respondents wanted the greatest compensation. About 58% of respondents was opposed to complete waste treatment facilities. 36.2$ among answers wanted establishment of waste treatment facilities in an industrial complex or an industrial area. The majority of respondents was willing to increase recycle rate and recognized seriousness of landfill site security. The majority of citizens do not trust environmental administration of Miryang City and they think that democracy and open of administration need for overcome MINBY.

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The Settlement Characteristics of Waste Landfill Site by Consolidation Test (압밀시험에 의한 쓰레기매립지의 침하특성)

  • Shin, Bang-Woog;Lee, Bing-Jik;Bae, Woo-Seok;Lee, Jong-Kyu;Ahn, Byung-Chul
    • Journal of the Korean GEO-environmental Society
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    • v.1 no.1
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    • pp.35-42
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    • 2000
  • The settlement characteristics of waste landfill site must be considered in the design of sanitary landfill as well as in the course of the rehabilitation of the landfill site. Among prediction methods for settlement of landfill site, especially Gibson and Lo model and Power Creep Law have been successfully applied to the landfill site where the amount of settlement was large and the secondary settlement was obvious. Therefore, the effects of organic content on the model parameter values utilized in both Gibson Lo model and Power Creep Law were studied by using a large consolidation testing apparatus. The organic content is each 20%, 40%, 60% of total volume and consolidation load is $0.1{\sim}1.6kg/cm^2$. The main results can be summarized as follows: (1) The reference compressibility of Power Creep Law is decreased according to the increments of consolidation load: (2) The field measurement is more similar to the Power Creep Law than the Gibson and Lo model.

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