• 제목/요약/키워드: Landfill treatment

검색결과 284건 처리시간 0.03초

산성폐광폐수를 이용한 매립지 침출수의 응집처리 (Coagulation Treatment of Landfill Leachate Using Acid Mine Drainage(AMD))

  • 최봉종;이승목;이상호
    • 한국환경보건학회지
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    • 제26권4호
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    • pp.129-133
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    • 2000
  • The objective of this study was to invetigate the coagulation effects of landfill leachate by using Acid Mine Drainage(AND). The coagulation efficiency was investigated by mixing landfill leachate with F $e^{+3}$ solution earned by oxidation of pyrite(AMD). In the results of this experiment, it was found that the amount of removed COD and SS was approximately 30% respectively by mixing at the ratio of AMD three to leachate one. And it showed highest turbidity removal efficiency at all mixing ratio. Concentration of Fe was decreased with increasing mixing ratio, however it was increased inversely at mixing ratio 4. Optimal mixing ratio was 3 at the results obtained by leachate coagulation experiments. Also removal efficiency at mixing ratio 3 corresponded to 500mg/$\ell$ of FeC $l_3$ dosage. it was suggested that pretreatment by mixing of AMD and leachate remove both suspended organic material of leachate and metal of AMD.

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생물학적 처리 침출수의 응집 및 펜톤산화 처리 (Effective Coagulation and Fenton Reagent Oxidation of Effluent from Biological Landfill Leachate Treatment)

  • 원종철;남궁완;박기혁;조준호;윤조희
    • 대한환경공학회지
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    • 제22권5호
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    • pp.811-817
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    • 2000
  • 본 연구에서는 생물학적으로 질산화/탈질 처리한 침출수와 기존 라군 처리한 침출수를 대상으로 응집과 펜톤산화시 최적 처리조건을 탐색하고, 펜톤산화시 알카리도가 COD 처리효율에 미치는 영향을 조사하였다. Jar-Tester를 이용한 응집처리시 염화제이철($FeCl_3$)의 적정 투입농도는 약 $1500mgFe^{3+}/L$로 조사되었으며, 이때 $COD_{Cr}$은 약 55%, $COD_{Mn}$은 약 64%의 처리효율을 나타냈다. 응집처리후($1,500mgFe^{3+}/L$) 펜톤처리시 약품투입비는 $Fe^{2+}/H_2O_2$의 비 1.5에서 COD 처리효율은 약 80%로 최대 처리효율을 나타냈으며, 이때 최적 약품투입농도는 철염 $600mgFe^{2+}/L$, 과산화수소수 $400mgH_2O_2/L$이었다. 펜톤 산화시 유입수의 알카리도가 증가됨에 따라 COD 처리효율이 저하되었다.

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천안.원주 불량매립지의 침출수 저감연구

  • 이진용;윤희성;이성순;천정용;권형표;김종호;김창균;박정구
    • 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.

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에멀젼액막을 이용한 김포매립지 침출수의 처리 (Treatment of Kimpo Landfill Leachate by Emulsion Liquid Membrane)

  • 노윤찬;김종국;박함용;김우식
    • 공업화학
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    • 제9권7호
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    • pp.943-949
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    • 1998
  • 본 연구는 에멀젼을 이용한 침출수 내의 이온 물질 제거에 관한 연구로서 다음의 두 단계에 걸쳐 실험을 행하였다. 첫 번째 단계로 담체로서, Aliquat336을 함유한 액막과 di(2-ethylhexyl)phosphoric acid를 함유한 액막으로 음이온성 물질과 양이온성 물질의 제거에 관한 조건을 확립하였으며, 두 번째 단계로 위의 조건 하에서 침출수 처리 실험을 수행하였다. 막상의 계면활성제(Arlacel80)의 함량과 담체(Aliquat336, DEHPA)의 농도, 내수상의 동반이온의 농도 등을 변화시키며 실험을 수행하였다. 실험 결과 반응 12분 후에 추출 평형에 도달하였으며, 침출수 성분의 80%(COD) 이상을 제거할 수 있었다. 또한, 제막 조건에 가장 큰 영향을 미치는 인자는 담체의 농도로서 일정량 이상의 담체는 막의 물질 전달 저항을 증가시켜 제거 효과를 감소시킴을 알 수 있었다. 그리고 막상의 계면활성제의 양, 내수상의 동반이온의 양은 최종 제거 효과보다는 추출 속도에 더 큰 영향을 미침을 알 수 있었다.

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택지개발 현장 내 비위생매립지의 매립쓰레기 처리방안 연구 (A Novel Treatment Method for the Wastes of Unsanitary Landfill at the Residential Development Site)

  • 손영규;박범국;임명희;김원장;김지형
    • 한국환경과학회지
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    • 제17권2호
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    • pp.177-183
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    • 2008
  • Characteristic of wastes in a unsanitary landfill at the residential development site in H city, Kyunggi-do was investigated for the disposal of huge amount of wastes. The total amount of wastes was estimated at 117,000 ton and construction solid wastes and municipal solid wastes were detected together. The portion of combustibles was very low and soils, concrete wastes, and pebbles were the major components in landfilled wastes. Because the site was the residential development site, the landfilled wastes should be removed immediately for the construction. Therefore the way that the unsanitary landfill was excavated and the wastes were sorted into three categories such as soils, noncombustibles and combustibles was selected as the best method. Soils and noncombustibles could be recycled and sorted combustibles could be re-landfilled in a smaller area or incinerated.

Methane Oxidation in Landfill Cover Soils: A Review

  • Abushammala, Mohammed F.M.;Basri, Noor Ezlin Ahmad;Irwan, Dani;Younes, Mohammad K.
    • Asian Journal of Atmospheric Environment
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    • 제8권1호
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    • pp.1-14
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    • 2014
  • Migration of methane ($CH_4$) gas from landfills to the surrounding environment negatively affects both humankind and the environment. It is therefore essential to develop management techniques to reduce $CH_4$ emissions from landfills to minimize global warming and to reduce the human risks associated with $CH_4$ gas migration. Oxidation of $CH_4$ in landfill cover soil is the most important strategy for $CH_4$ emissions mitigation. $CH_4$ oxidation occurs naturally in landfill cover soils due to the abundance of methanotrophic bacteria. However, the activities of these bacteria are influenced by several controlling factors. This study attempts to review the important issues associated with the $CH_4$ oxidation process in landfill cover soils. The $CH_4$ oxidation process is highly sensitive to environmental factors and cover soil properties. The comparison of various biotic system techniques indicated that each technique has unique advantages and disadvantages, and the choice of the best technique for a specific application depends on economic constraints, treatment efficiency and landfill operations.

환경기초시설에 대한 시민 의식 조사 (Citizen's Attitude to Environmental Facilities)

  • 정재춘;정원태;탁성제;강헌
    • 유기물자원화
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    • 제3권2호
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    • pp.97-102
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    • 1995
  • 환경기초시설에 대한 시민의 의식을 알아보기 위하여 설문조사를 실시하였다. 대부분의 시민이 쓰레기 처리문제의 심각성을 인식하고 있었으며 퇴비화시설을 가장 많이 지어야 한다고 느끼고 있었다. 시민들이 가장 싫어하는 시설은 매립장이었고 분뇨처리장, 소각장, 퇴비화시설의 순이었다. 집과의 허용이격거리는 매립장은 4km 이상, 소각장과 퇴비화시설은 2km 이상, 하수처리장은 1km 이상 떨어져야 한다고 응답한 사람들이 많았다. 지역주민이 원하는 보상정도는 이사비용 + 토지가 + 불편 감수비용 (토지 및 건물가격과 비등한 금액) 을 원하는 사람이 가장 많았다. 처리시설에 대한 수용도에 있어서는 완벽한 처리시설이라도 30% 정도의 응답자가 허용을 하지 않겠다고 응답하였다.

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Fenton 산화법에 의한 매립장 침출수의 생물 분해성 증진에 관한 평가 (Evaluation on Enhanced Biodegradability in Landfill Leachate by Fenton Oxidation)

  • 이병대
    • 한국응용과학기술학회지
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    • 제22권3호
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    • pp.250-256
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    • 2005
  • This study was aimed to investigate treatment feasibility of leachate from D landfill that is located in gyr대ungbuk. From the analytical results of leachate, organic and nonbiodegradable matters were contained in high concentration. Thus chemical treatment was introduced to degrade nonbiodegradable matters in pre or post biological process. Two types of Fenton oxidation were adapted in this study. The first one is pre treatment process before biological treatment. The second one is post treatment process after biological treatment. The optimal conditions of both treatment methods were investigated as follows. In case of pre treatment process, the optimal conditions appeared in $Fe^{+2}/H_2O_2$(mmol/mmol): 0.1, $H_2O_2/CODcr$(mg/mg): 27.0, pH: 3 and reaction time: 2hrs. On the other hand, in case of post treatment process, the optimal conditions appeared in $Fe^{2+}$(mmol/mmol): 0.14, $H_2O_2/COD_{cr}$(mg/mg): 57.4, pH: 3 and reaction time: 1.25hrs. In the above optimal conditions, high COD removal was obtained in pre and post treatment process. Also it can expect that Fenton oxidation converted nonbiodegradable matters into biodegradable matters.

제강분진을 이용한 매립지 침출수의 산화처리 (Steelers' Dust-catalyzed Oxidative Treatment of Landfill Leachate)

  • 강정우;김성용;장윤영;배범한;장윤석
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제7권1호
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    • pp.25-31
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    • 2002
  • 본 연구는 제강분진/${H_2}{O_2}$ 시스템을 이용한 매립지 침출수의 화학적 산화처리 효과를 알아보고자 하였다. 먼저 회분식 실험을 통해 산화촉매로서의 제강분진의 활용 가능성을 확인하였으며, 반응의 주요 변수인 pH, 제강분진과 과산화수소의 주입농도, 그리고 과산화수소의 분할주입 등의 조건변화에 따른 매립지 침출수의 처리효율과 최적 반응조건을 알아보았다. 최적 ${H_2}{O_2}$와 제강분진의 주입조건인 20g/L dust +2,000mg/L ${H_2}{O_2}$에서 반응시간 60분내에 초기 TOC 농도(250mg/L)의 75%가 제거되었으며, 이 때 ${H_2}{O_2}$/dust 시스템의 최적 반응 pH는 3-4였다. 철염을 반응촉매로 사용하는 펜톤산화반응과 비교하였을 때, 제강분진을 반응촉매로 사용하는 경우가 반응성과 경제성에서 더 유리한 것으로 나타났다.

난지도에 인접한 한강변에서의 쌍극자-쌍극자 전기탐사 (Dipole-Dipole Resistivity Survey on the Side of Han River near Nanjido Landfill)

  • 이기화;권병두;오석훈;김차섭
    • 자원환경지질
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    • 제29권3호
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    • pp.335-343
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    • 1996
  • The dipole-dipol electrical resistivity survey was conducted to investigate the probable contamination of the Han river by leachate from the near-by Nanjido Landfill. The survey line of 3 km was set along the unpaved road toward the Han river. For the convenience of the field work, the survey line was divided into four segments. The complete two-dimensional resistivity section was constructed by connecting the inversion result of each segment. Gravity survey was also carried out along the profile parallel to the resistivity line. Near surface resistivity generally appeared to be of very low value in most part of the survey area and the boundary between the alluvium layer and underlying basement rocks is well discriminated on the resistivity section. These results agree well with those of the preceding Schlumberger depth sounding made at adjacent area by Lee and fun (1995). The variation of thickness of the alluvium layer delineated by gravity anomaly profile also correlates well with the result of the resistivity survey on the qualitative basis. The problem of contamination by leachate from the Nanjido Landfill, where various waste materials have been dumped without any proper treatment facilities, has been remains unsolved yet. Therefore, we present the most probable passages of leachate flow based on the survey results and have briefly discussed about measure for contamination control. Considering the thickness of alluvium and the possible existence of fractured zone, the middle point between 1st and 2nd landfill and the midst of 1st landfill are the most hazardous regions to make leachates flow into the Han river. Since large amounts of leachates are observed from the test wells located on the lines extending from the border between the 1st and 2nd landfill and the middle of the lst landfill, contamination protection barriers are strongly recommended near these regions.

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