Several chemical washing procedures were applied to Parathion and Diazinon contaminated soil. Batch and column tests were performed to determine the insecticides extraction efficiency as a function of pH. Washing efficiency of methanol is more higher than that of water and HCl when washed parathion and diazinon are. Those are completely miscible with most organic solvents. For parathion, release trend is increased as pH is increased because it is hydrolyzed easily at the condition of alkali. But diazinon shows reverse because diazinon is decomposed rapidly at the condition of acidic So, diazinon is more released than parathion is because this experiment is peformed in acidic and weak acidic conditions. Generally, parathion and diazinon are classified as having low mobility, so they can be easily controlled if the proper washing process are applied.

Soil washing process being operated in ex-situ mode using surfactants could be appropriate one of the most effective one for remediation. The choice of surfactants has been considered most significantly to accomplish tile reduction of expenditure and the increase of efficiency. This study was carried out screening test and solubility, washing experiment, and surfactant sorption experiments for 18 kinds of surfactant obtained. Results from each surfactant's PSR obtained by the slope indicated that nonionic surfactants have much higher solubility for HOCs than anion surfactants for that. The washing experiment to find out a removal efficiency of each surfactant's TPH, LE1017 and LE1019 showed high removal efficiency. Through on the result of estimating the extent of adsorption of surfactants for soils, nonion surfactants showed higher adsorption to soils than anion surfactants.

Soils collected from an agricultural field in Youngdong, Chungbuk province were intentionally: contaminated with lead and copper. The efficiencies of soil washing with HCl, SDS and Tween 80 were investigated through the column mode experiments. Washing with 0.1 N HCl obtained the best result for lead and copper removal (95.04 %, 95.94 %). In case of SDS, lead and copper removal rate was such poor as 7.1 % and copper was 24.04 %, respectively. Meanwhile, washing of contaminated soil with Tween 80, did not show any significant removal effect. It was found that the washing efficiency was dependent on pH of washing agent.

A microbial consortium derived from a gasoline-contaminated sites was enriched on toluene in 100-mL serum bottle and was found to degrade benzene(B), toluene(T), ethylbenzene(EB), and xylenes(X). Studies conducted to determine the temperature effects and BTEX concentration on BTEX degradation. The results indicated that lowering temperature significantly decreased BTEX degradation rates and varing the BTEX concentration also changed substrate degradation patterns.

After kaolin clay was compulsorily contaminated by Sr$^{2+}$ solution, the remediation characteristics by electrokinetic method were analyzed. Meanwhile, the numerical code for analysis of electrokinetic migration was developed for modelling of the soil remediation. Experimental results are as follows After 3 day remidiation under 40 voltage, the front part of experimental cell was almost decontaminated, but the behind part didn't almost be decontaminated. Accordingly, the total remediation ratio of Sr$^{2+}$ from cell soil was about 42.6 %. Also, the total Sr$^{2+}$ remediation ratio from cell soil was about 84.8 % after 6 days, and about 97.1 % after 7 days. Meanwhile, the values calculated by the developed code almost agreed with experimental values.ues.

The purpose of this study is to see the effect of microbial population and dynamics of the indigeonous microorganisms on hydrocarbon contaminated areas. The microbial structures and activities to determine the microbial capabilities of the contaminated sites are very important for the remedial action technology selection. Throughout microbial studies on different conditions by ETS(Electron Transport System) and microbial activity analysis, it was found that aeration and water contents are the most important factors in this site remediation. According to test results, Burkholderia spp. was dominant species, and acclimation is also an important factor for the accerelated biodegradation.

This paper investigated remediation options for contaminated sediments with heavy metals. Twenty three sediment samples were taken from three different depths of 0.5m, 1.5m and 2.5m. The concentration of Heavy metals Cu, Pb, and Hg were measured. The concentration of copper far exceeded the Sediment Quality Guideline in U.S.A and Interim Sediment Quality Guidelines in Canada. Therefore, remediation of the sediments is requried to protect the benthos. Two remediation options were suggested : dredging of the organic sediments as deep as about 85cm followed by surface covers with clean soil, and in-situ stabilization of tile sediments using lime or cement followed by surface cover with clean soil.

불포화대에서 LNAPL의 이동과 분포를 수치 모의를 통하여 예측하였다. 균질한 매질에서 LNAPL의 이동은 조립질 매질에서 빠르고, 세립질 매질에서 더 많은 면적으로 확산되며, 더 많은 LNAPL이 불포화대에 잔류한다. 조립질 매질내에 세립질층이 존재할 경우, 이 층이 지하수면으로부터 멀수록 LNAPL이 많이 포획된다. 조립질 매질에 세립질 또는 더 조립질인 매질이 렌즈 상으로 존재하는 환경에서는, LNAPL이 이들 렌즈를 통과하지 못한다. 불균질한 렌즈가 존재할 때의 LNAPL 분포를 초기조건으로 이용하여, 지하수 면의 수직 이동과 물의 침투에 따른 LNAPL의 이동을 모의하였다. 두 경우 모두 불포화대에 잔류되어 있던 LNAPL의 수직방향 이동이 증가되었다. 특히, 지하수면의 하강 시 LNAPL이 조립질 렌즈를 통해 이동하나, 세립질 렌즈를 통해서는 이동하지 못한다.

The concerned party of purification liability in a soil pollution is an owner or occupant of a contaminated site. But when we don't appoint the polluter or he can't do a cleanup, municipal put in effect the purification. In such a case, another parties who are related to the contamination ought to the liability. The province of responsible parties, therefore, is required to extend to an owner or operator of a facility, a carrier and lender

Geochemical study was carried out to find out soil contamination at the heaped soil, moved from bottom of the storage pond in Pohang industrial complex, in Moondug, Chemical analysis showed that contents of heavy metals in the soil were higher than those of the ordinary soil. Contents of Cu and Cd in the soil exceeded Korean standard of soil contamination. Especially content of Cu exceeded Korean standard of soil contamination(50ppm) at the six points and at one point content of Cu was 113.3ppm. Contents of Be were so higher than U.S RCRA standard(0.2ppm) that they can affect soil environment. The followed research about relation between pollutant and soil and proper measures are required to prevent soil contamination from affecting environment of Moondug.

산성침출수에 의한 광산폐기물 매립지 근처의 지하 환경의 오염 및 대처 방안의 효과를 수치적으로 예측하였다. 이를 위하여 지하토양에서 Darcy 법칙을 사용한 침출수의 흐름과 이산-분산에 의한 오염물질의 이동현상을 예측하기 위하여 Galerkin 유한요소법을 활용하였다. 토양오염의 지연을 위하여 석회석 차수막을 연직형과 수평형을 도입하여 그 효과를 조사하였다. 수평차수막에서의 수착이 오염물질의 이동을 지연시키는데 상당한 효과가 있는 것으로 나타났다. 반면에 연직차수막은 지하수의 우회유동으로 인한 오염물질의 확산이 가중되고 있는 것으로 예측되었다. 전반적으로 침출수의 흐름은 광산매립지 제방 근처에서 강하게 일어나는 것으로 나타났다. 이를 근거로 차수막의 효과적인 설치방안이 고안되어야 할 것으로 보인다.

A plasma melting system to vitrify ny ash from MSW(Municipal Solid Waste) incinerator has been operated in SHI(Samsung Heavy Industries) since 1996. Waste feeding rate was 200kg/hr. with maximum working power of 500㎾. Because of high melting temperature of fly ash, bottom ash was used as an additive to decrease melting temperature. Data analysis for discharged slag shows volume reduction up to 30% and no leaching of heavy metals such as Pb, Cd, Cr which were an obstacle for landfill and recycle. Atmospheric pollution gas like nitrogen oxides, carbon monoxide, and PCDD/PCDF were restrained below the regulatory limit.

Now there has been a steady increase in the field of geoenvironmental engineering projects where geotechnical engineering has been combined with environmental concerns. Many of these projects involve some investigation on leachate flume in the waste landfill. In this study, investigation on leachate around the waste landfill was carried out to detect the leachate leaking area. Many techniques such as geophysical, drilling and sampling method were applied. As a result of this investigation, the concentration of leachate and the point of leachate leaking around landfill were analysed.

Soil-bentonite mixtures are frequently used as impervious for waste disposal sites. In the present work, bentonite composite liner systems(BCL) have been developed by utilizing Korean zeolitic bentonites. The geomechanical properties of the liner systems, such as strength, hydraulic conductivity, etc. have been studied. The laboratory and field test results are also be presented.

In this study, to evaluate the performance of leachate collection and removal system, the clogging of geotextile filter was tested and simulated for HELP. As a result of clogging test, the all permeability of geotextiles were decreased rapidly in several day. Also, $Ca^{2+}$ and CODcr concentrations were decreased during test. In model simulation for HELP, Daily discharge volume was shown insignificant change with the filter clogging. however, this result may effect on increasing of the hydraulic gradient in waste layer.r.

The aqueous geochemical characteristics of Cr(III) and Cr(Ⅵ) in environmental systems are very different from one another: Cr(Ⅵ) is highly soluble, mobile and toxic relative to Cr(III) Reduction of Cr(Ⅵ) to Cr(III) are beneficial in aquatic systems because of the transformation of a highly mobile and toxic species to one having a low solubility in water, thus simultaneously decreasing chromium mobility and toxicity. Fe(II) species are excellent reductants for transforming Cr(Ⅵ) to Cr(III), and in addition, keeping Cr(III) concentrations below the drinking water standard of 52 ppb at pH values between 5 and 11. Investigations of the effects of NOM on Cr(Ⅵ) reduction are for examining the feasibility of using ferrous iron to reduce hexavalent chromium in subsurface environments. Experiments in the presence of soils, however, showed that the solid phase consumes some of the reducing capacity of Fe(II) and makes the overall reduction kinetics slower. The soil components bring about consumption of the ferrous iron reductant. Particular attention is devoted to the complexation of Fe(II) by NOM and the subsequent effect on Cr(Ⅵ) reduction. Cr(Ⅵ) reduction rate by Fe(II) was affected by the presence of NOM (humic acid), The effects of humic acid was different from the solution pH values and the concentration of humic acid. It was probably due to the reactions between humic acid and Cr(Ⅵ), humic acid and Fe(II), and between Cr(Ⅵ) and Fe(II), at each pH.

본 연구에서는 Sorfactant/Cosolvent 혼합용액을 적용한 Soil flushing 기법에 의해 농약(Endosulfan(6,7,8,9,10,10-Hexachlor-1,5,5a,6,9,9a-hexahydro-6,9-methane-2,3,4benzo (e)dioxathiepin-3-oxide))으로 오염된 토양의 정화효율을 알아보았으며, 회분식 및 연속식 실험을 통하여 최적의 운전조건을 도출하고자 하였다. 세척용액의 적정 사용조건을 알아보기 위한 회분식 실험은 Jar tester를 사용하여 진탕비 (토양 중량 : 세척용액 부피), Surfactant(SDS ＋ POE$_{5}$, POE$_{9}$ ＋ POE$_{14}$, POE$_{5}$ ＋ POE$_{14}$, POE$_{14}$)와 보조용매(water, ethanol, methanol, ethanol＋methanol)의 혼합비 및 농도 조건을 변화시켜가며 토양세척을 수행하였다. 세척용액은 보조용매에 Surfactant의 농도를 0.5%, 1%로 용해하여 적용하였다. 연속식 실험은 회분식 실험에서 얻어진 최적 세척용액 사용조건 즉, 계면활성제 SDS + POE$_{5}$(1:1, 용액농도 1%), 보조용매 ethanol을 일정 비율로 혼합한 세척용액을 오염된 토양이 충진된 유리칼럼에 여러 유량조건에서 1 - 20 pore volume까지 통과시켜 각 통과된 pore volume에서의 토양세척 효율을 알아보았다. 본 실험조건에서 얻어진 세척용액의 최적 통과 속도는 0.31 ㎤$cm^{-2}$$min^{-1}$ 이었으며, 세척온도의 증가에 따른 세척효율의 향상은 2$0^{\circ}C$이상에서 크게 둔화되었다. 또한 보조용매의 사용량을 줄이기 위해 에탄올을 물로 1:3까지 희석한 결과 세척효율에 큰 영향이 없음을 알 수 있었다.

Waste gypsum is produced about 2.6million tons per year as a by-product in the process of TiO$_2$production. Geotechnical properties such as natural water content, specific gravity, Atterberg limits were determined to figure out the engineering characteristics waste gypsum. Grain-size distribution, compaction, CBR tests, and unconfined compression test for various mixing ratios between waste gypsum and decomposed granite soil 8t dredged soil. The environmentally adverse effect for mixed specimen with waste gypsum is far below than those of regulatory requirement.

The goal of present study is to evaluate the potential of soil washing for removing metal contaminants from a contaminated soil. Remediation of a soil contaminated with copper, cadmium and phenol were performed by a soil washing using a biosurfactant. The removal of copper, cadmium and phenol from soil (sandy, kaoline, mixed one) was evaluated as a function of biosurfactant (wt %) concentration in the batch process. The results showed that overall rejection coefficient for copper, cadmium and phenol were grater than 50 %, 25 %, respectively.

본 연구에서는 대표적인 물리 화학적 토양정화방법인 토양세척기법의 효율증진을 위하여, Fe를 다량 함유한 고농도 윤활유 오염토양을 대상으로 알카리 용액과 산성용액의 세척효율을 비교 검토하고, 과산화수소의 첨가에 따른 세척효율의 향상효과를 알아보았다. 세척용제인 NaOH와 HCl를 이용하여 세척효율 검토 결과 NaOH를 이용한 경우에 약 60% 의 세척효율을 나타냈다. 또한 NaOH 농도에 따른 정화 효율은 각각 0.5% > 1% $\geq$ 2% 순서로 증가하였다. 기존의 세척효율을 향상시키기 위하여 과산화수소를 첨가하고 오염토양의 정화효율을 비교 검토한 결과 NaOH용액에서는 과산화수소의 농도가 증가할수록 정화효율이 증가하였으나 NaOH의 농도증가에 대해서는 큰 영향을 보이지 않았으며, NaOH 3%의 농도에서 과산화수소 1%를 첨가했을 때 85%의 정화효율을 나타냈다. 또한 과산화수소 주입시기에 따른 영향을 검토한 결과 세척 후 과산화수소를 주입한 경우에 정화효율이 높았다. 반면에 HCl의 경우는 HCl의 농도가 증가할수록 정화효율이 증가하였고, 세척하지 않고 과산화수소를 주입한 경우에 정화효율이 증가하였다. 고농도의 윤활유 오염토양의 세척효율을 증진시키기 위한 처리로서 과산화수소의 주입은 NaOH 상태에서 그 효율이 약 15%정도 증진되었으며, 일정시간에 이르면 정화효율이 평형에 도달하는 것을 알 수 있었다. HCl 상태에서는 25%의 정화효율이 증진되는 것을 알 수 있었다.

본 연구에서는 펜톤산화반응에서 과산화수소의 분해촉매로 일반적으로 쓰이는 Fe(II) 형태의 철염대신 Fe$^{\circ}$형태의 분말 철을 이용한 펜톤유사반응(Fenton-like oxidation)에 의한 매립지 침출수(sCODcr 1,100 mg/L, pH 8)의 CODcr 제거특성에 관한 회분식 처리실험을 수행하였다. 실험조건으로는 상온, 상압조건에서 Jar tester를 사용하여 분말 철의 주입 량과 산 세척도, 초기 반응 pH, 과산화수소의 주입 량을 변화시켜가며 침출수의 CODcr 제거효율 의 변화를 관찰하였으며, 이때 과산화수소의 분해 특성과 반응 중 pH의 변화도 함께 분석하였다. 반응은 모든 조건에서 대부분 약 30분 이내에 종료되었으며 그 이후의 반응변화는 미미하였다. 산 세척에 의한 분말 철 표면의 개질로 반응성의 향상을 관찰할 수 있었으며, 분말 철 주입 량을 증가함에 따라 반응속도가 일정하게 증가함을 알 수 있었다. 본 연구에 서 CODcr의 제거 효율에 가장 큰 영향을 보여준 실험변수는 pH 였으며, 원수의 pH(8)를 2-4까지 조절하여 반응을 시켰을 때 최대 75%의 CODcr 제거효율을 얻을 수 있었다. 반응중 pH는 모든 조건에서 시간에 따라 증가하여 약 pH 9에서 더 이상 변화하지 않았다. 용액내 과산화수소의 잔류농도의 곡선은 반응 중 CODcr의 곡선과 유사한 변화를 나타내었다.