• 제목/요약/키워드: SANITARY LANDFILL

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위생매립지 차수재로써의 부산석회 이용에 관한 연구 (A study on using the lime sludge as a sanitary landfill liner)

  • 구자공;도남영;임재신;이상민;김남돈
    • 한국토양환경학회지
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    • 제4권2호
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    • pp.149-161
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    • 1999
  • 본 연구에서는 위생매립지 차수재로써 부산석회의 이용방안을 검토하기 위하여 1) 부산석회의 지반 공학적 특성, 2) 오염물질 거동특성, 그리고 3) 용출특성을 살펴보았다. 연구결과 부산석회의 투수계수는 차수재의 허용 최대 투수계수($10^{-7}$ cm/s)보다 약 10배정도 낮은 투수계수를 보였다. 유기물(페놀)과 중금속(Cu, Pb)에 대한 지연효과는 부산석회의 높은 pH(> 11)로 인해 중금속에 대한 지연효과가 더 큰 것으로 나타났다. 용출실험 결과 비록 규제치를 상회하지는 않았지만, Pb과 Cd이 제한 기준치에 근접한 농도를 나타내어 지속적인 관찰이 요구되는 물질로 나타났다.

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폐기물 매립지의 최종복토 구조에 따른 침출계수 변화에 관한 연구 (A Study on the Variation of the Coefficient of Leachate as Final Cover Systems in the Landfill)

  • 임은진;이재영;최상일
    • 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.

강원 영동지역의 관광철 폐기물 및 발열량 특성 (Characteristics of Municipal Solid Wastes and Heating Value in Tourist Season of the eastern side of Gangwondo)

  • 이해승;최용범
    • 환경위생공학
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    • 제21권1호
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    • pp.66-75
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    • 2006
  • When we looked at the seasonal food dregs of the eastern side of gangwondo, gangneung city's summer and winter food dregs showed 25.9 and 25.8% respectively due to the presence of beach areas and ski resorts. Sokcho city showed 28.12% in summer and yangyang gun's summer food dregs showed 40.2%. Yangyang gun's august food dregs showed 2.7 times larger than annual average amount. Outlook density showed regional characteristics. Data showed that food dregs' amount rate has been reduced gradually from 2005 because of the prohibition of direct filling up. As a result of compositions analysis, the eastern side of gangwondo's water fraction of living dregs were lower than that of chuncheon city where is located at the gangwondo's inland area. chuncheon city's data showed residential areas 53.5%, community areas 56.8% and commercial areas 55.6%. These discrepancies caused by the characteristics of dregs discharge type and climate. The caloric value of dregs has been increased incrementally after the ban of food dregs' direct filling up. Therefore, heating value of the dregs exceeds the existing furnace design spec and it can cause high caloric value problems, so we need additional research to solve these problems.

폐기물처리시설 입지선정에 따른 사례연구 (A Case Study for Site Selection of the Waste Treatment Facilities)

  • 이해승
    • 환경위생공학
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    • 제19권1호
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    • pp.24-36
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    • 2004
  • This study is to investigate the present condition of waste disposal establishment and to analysis problems which could be produced at location selection formalities of waste disposal establishment. It proposed building methods of waste disposal establishment to lead spontaneous participation of local resident according to case analysis of waste disposal establishment. There are research results; i) Opposition of inhabitants was the majority of reason at the business abandonment or delay of waste disposal establishment. Therefore agreement formation course with local inhabitants is most important position. ii) Many estimate have been needed for waste disposal establishment, but support estimate of government was 30-50% that is really low compare with other environmental establishment. So that it need to increase of government estimate. iii) Location collection is carried out based on law and final collected location must be executed without delay of relation business as soon as possible. iv) Standard of location collection has to divide into small, middle and large size and to apply with same rule according to divided location. v) It must be change public subscription before and location selection after and maintain continuance of information offer to local inhabitants and offered information. vi) after building of waste disposal establishment for solving distrust of waste disposal establishment. It must be planed and carried on useful support countermeasure to local inhabitants in actuality.

시멘트고화에 의한 카드뮴슬러지의 안정성 및 용출실험방법 비교 검토 (A Study on The Comparison of Leaching Methods and Stability of Cement Mortar Solidified Cadmium sludge)

  • 주소영;김광렬
    • 환경위생공학
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    • 제17권3호
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    • pp.21-30
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    • 2002
  • This study was Performed to evaluate the effective solidification of Cd sludge using cement and power plant fly ash as cement admixture, to identify the leaching characteristics of the heavy metal Cd sludge solidified, and to develope proper KLT(Korean Leaching Test) of hazardous waste. KLT was compared with EPT(Extraction Procedure Toxicity) and TCLP(Toxicity Characteristics Leaching Procedure). Fly ash contents ranged from 0% to 30% of cement weight. The experimental results showed that the optimum amount of fly ash replaced was 10% to 15% and KLT was less appropriate than EPA and TCLP. Also the purpose of the study was to suggest the modification factors on the leaching test currently used, based on the above mentioned aspects. The effects of pH, leaching time, leaching for agitating intensity, and leaching solvent were investigated. As the result of test, the leaching potential was relatively high when the pH and agitation intensity of leaching solution were 5 and 150rpm, respectively. Leaching time of six hours was found to be sufficient and the use of acetic acid as a leaching solvent is more useful in landfill site particularly.

비산회를 이용한 도금폐수의 응집처리 (Coagulation of the Metal-Plating Wastewater using Coal Fly Ash)

  • 연익준;김광렬
    • 환경위생공학
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    • 제17권3호
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    • pp.37-45
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    • 2002
  • The Purpose of this study is to reduce environmental problems caused by landfill of bituminous coal fly ash emitted from the power plant and to reuse it. First of all, we experimented that Al and Si elements were extracted from fly ash and investigated that extracted Al and Si elements night use a coagulant. The extraction was carried out under various conditions ; concentration of the extraction solution, calcination temperature and calcination time. As the results, it was found that the optimum conditions of the extraction of Al and Si elements from fly ash were as follows, concentration of NaOH was 5N for both of them, calcination temperature was $700^{\circ}C$ and $600^{\circ}C$ and calcination time was 1hr and 1.5hr, respectively The extracted solution was used as a coagulant to treat the diluted metal-plating solutions which contained Pb and Cu, respectively. As the result of treatment on the diluted Pb-plating solution with 315NTU, the removal efficiency of turbidity was more than 90%, and the removal efficiency of Pb was about 80%. As for treatment of the non-turbid diluted Cu-plating solution, the removal efficiency of Cu was about 98%.

소규모 매립가스 자원화를 위한 마이크로터빈 열병합발전 및 유리온실 $CO_2$ 농도 증가 시스템의 타당성 연구 (Feasibility Study of Microturbine CHP and Greenhouse $CO_2$ Enrichment System as Small Scale LFG Energy Project)

  • 박정극;허광범;임상규;이인화
    • 신재생에너지
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    • 제5권2호
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    • pp.15-24
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    • 2009
  • As new small scale LFG (landfill gas) energy project model which can improve economic feasibility limited due to the economy of scale, LFG-Microturbine combined heat and power system with $CO_2$ fertilization into greenhouses was proposed and investigated including basic design process prior to the system installation at Gwang-ju metro sanitary landfill. The system features $CH_4$ enrichment for stable microturbine operation, reduction of compressor power consumption and low CO emission, and $CO_2$ supplement into greenhouse for enhancement plant growth. From many other researches, high $CO_2$ concentration was found to enhance $CO_2$ assimilation (also known as photosynthesis reaction) which converts $CO_2$ and $H_2O$ to sugar using light energy. For small scale landfills which produce LFG under $3\;m^3$/min, among currently available prime movers, microturbine is the most suitable power generation system and its low electric efficiency can be improved with heat recovery. Besides, since its exhaust gas contains very low level of harmful contaminants to plant growth such as NOx, CO and SOx, microturbine exhaust gas is a suitable and economically advantageous $CO_2$ source for $CO_2$ fertilization in greenhouse. The LFG-Microturbine combined heat and power generation system with $CO_2$ fertilization into greenhouse gas to enhance plant growth is technologically and economically feasible and improves economical feasibility compared to other small scale LFG energy project model.

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폐기물 매립지 침출수에 의한 중금속 용출에 관한 연구 (A Study on the Leaching of Heavy Metals by Municipal Solid Waste Landfill Leachate)

  • 정종관;장원;박영숙
    • 환경영향평가
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    • 제6권1호
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    • pp.105-110
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    • 1997
  • Sanitary landfill is a general method as a final disposal of municipal solid waste(MSW), therefore leachate characteristics are very various as lime goes by because of highly concentrated organic acids are contained non biodegradable COD. So it is hard to abide by the mandatory standards of discharge eventhough applying the physicochemical and biological processes to treat the leachate. The process of treating leachate are determined by the degree of removal and components, but they are highly contained organic materials. It is a removal method to use jointly with the physicochemical process if the hard and fast rule is needed. The critical components of material are COD, ammonia, salts and heavy metals in the case of treating biologically. Biological process is to use metabolism of microorganism, therefore it is a desirable condition which heavy metals are not contained, because they acting as an inhibitor of enzyme. Of these are contained, organic decomposition and synthetic function of microorganisms decrease significantly. Consequently, this research paper lays emphasis on the concentration of heavy metals in leachate and for the purpose of forecasting the factors which are affecting the leaching of metalic waste in some degree, experimented the various reacting conditions. 1. When the concentration of heavy metals in leachate is in comparison with the level eluted after reaction, at pH 7.9 the result of reaction for PCB to CCL scrap showed that Zn, Mn, Cu was more eluted 11.6 times, 340.3 times, and 2,705.5 times respectively than the leachate undiluted solution. 2. At the condition of strong acid pH 4.7, the concentration of heavy metals in EM undiluted solution showed that Zn, Mn, Cu was more eluted 26.5 times, 147.3 times, and 3,656.3 times respectively than leachate undiluted solution. 3. When the ratio leachate to EM was 50 vs 50(V/V%), Mn was more eluted 198.7 times than leachate undiluted solution, but Zn and Cu do not show the meaningful results. 4. The color of landfill leachate was black-brown. And fulvic acid that is main ingredient of NBD COD contained, oxygen of 44~50%. For that reason, I estimated that the level of Zn, Mn, Cu was higher than the case of leachate. 5. COD of leachate from general landfill is difficult to remove. Because the solution of heavy metals is improved by the character of leachate(pH & ingredient of oxygen etc.) hence the Mn, Cu, Zn act as disturbing factor, the biochemical treatment is hard. Therefore the type of PCB & CCL scrap, iron, aluminum contained metals need to previously separate from general wastes as much as possible.

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사용종료 폐기물 매립장의 멤브레인 차수시스템 안정성 평가 (Evaluation of the Stability of Geomembrane Liner System in Closed Waste Landfill)

  • 이홍길;오영인
    • 한국지반신소재학회논문집
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    • 제9권1호
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    • pp.39-46
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    • 2010
  • 최근 도시에 근접한 매립장은 인구밀집 지역과의 근접성, 부지개발에 따른 경제적 가치급등 등의 이유로 활용 가능한 새로운 건설부지로서의 관심이 집중되고 있다. 그러나 대부분의 사용 종료된 매립장은 매립장 내에 침출수의 누출방지를 위한 차수시스템이 바닥 및 사면부에 존치되어 있으며, 상부 부지의 재활용 설계 시 침출수 집배수 및 차수시스템의 안정성 평가를 실시하여 차수시스템 손상에 따른 지하수 주변지역 오염을 방지하여야 한다. 일반적으로 사용 종료된 폐기물 매립장의 차수시설은 매립장 운영과정에서 폐기물 덤핑에 따른 충격하중, 장비하중, 장기적인 매립폐기물 하중으로 인하여 인장강도변화 및 불규칙한 침하에 의한 손상이 발생될 수 있다. 본 연구에서는 사용종료매립장 부지의 재활용 시, 침출수의 누출방지를 위하여 기존 차수시스템 안정성 평가에 대한 연구를 수행하였다. 기존 사용종료매립장의 차수시스템의 안정성 및 손상여부를 평가하기 위하여 굴착 샘플링 시료에 대한 인장강도 시험 및 현장 추적자 조사를 실시하였다. 현장시료에 대한 인장강도 시험 결과, 항복인장강도는 시방기준 및 현행 폐기물관리법 설치기준에 적정하였으나, 추적자 조사결과, 위생매립구간 차수쉬트의 손상이 확인되었다.

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석회처리에 의한 정수 슬러지의 복토재 활용에 관한 연구 (Lime Treatment of Waterworks Sludges for Soil Cover in Municipal Landfilling Site)

  • 임성진;이재복
    • 상하수도학회지
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    • 제14권3호
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    • pp.231-239
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    • 2000
  • Water treatment processes produce sludges resulting from water clarification. Sludge production amount increases each year and its treatment and disposal is growing to social problems according to water demand increase. Water treatment plant sludges can be modified to soil cover in sanitary landfill site through the lime treatment. Compression strength of $1.0kg/cm^2$ or more is recommended for soil cover material in municipal landfilling site. Compression and shear strength properties of modified sludges showed material property improvement applicable for soil cover alternatives. Solidification effect of the modified sludge was observed through the scanning electron microscope. Extraction tests for hazardous components in sludges revealed that extraction levels of cadmium, copper, and lead were below the regulated criteria. When adding 10% calcium hydroxide to water treatment plant sludges, the modified sludges can reach material properties for cover soil after 28 days solidification reaction.

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