• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2001년도 총회 및 춘계학술발표회
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• pp.62-65
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• 2001

담수와 해수가 혼합되는 환경에서 퇴적 저니로부터의 오염 물질 용출률을 조사하였다. 축산폐수와 산업폐수의 영향을 받은 두 지점의 퇴적저니 시료에 대해 해수와 담수로 장기(약4주) 용출 시험을 행한 결과, 해수보다는 담수에서의 오염물질(영양염류 및 중금속) 용출률이 높은 것으로 조사되었는데, 이는 담수에서의 이온강도(ionic strength)가 상대적으로 낮아 오염성분의 포화농도가 높기 때문인 것으로 판단된다. 또한, 용존산소의 농도를 달리하여 시험한 결과 무산소 상태에서의 용출률이 호기성 상태에서 보다 높은 것으로 나타났으며, 그 원인이 생물학적인 것인지 화학적인 것인지는 밝혀지지 않았다. 시험결과를 종합해 볼 때 무산소 상태의 담수에서 오염물질의 용출이 극대화되며, 따라서 강어귀 등과 같이 유속이 작아져 오염물질의 침강은 잘되는 반면 오염물질의 해수에 의한 희석 효과는 적은 경우가 저니로 인한 수질 환경영향이 가장 클 것으로 예측된다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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• pp.151-155
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• 1998

The Anyang river drains a highly polluted industrial area and enters the lower part of Han river. In this preliminary study for the comprehensive understanding of geochemical behaviour of elements in the stream sediments and its implications on the river chemistry and ecology, major and trace elements in stream sediments, suspended solids and stream water were analysed to look into elemental enrichments and elemental behaviour with distance from upper part of the stream. Chemical analyses of the stream sediments show enrichements of heavy metals including Cr, Zn, Ni, Co between 10 to 100 times. Other trace elements, Cd, Pb and As are also enriched between several to 10 times, based on relative ratio with Al in fresh rock. Chemical analyses of the sediments, suspended solids and water show indications of anthroporgenic impact for the heavy metal accumulation. It was nortworth Hg is detected between 2 and 4 ppb in the water.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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• pp.248-251
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• 2004

일반적으로 유기오염 물질의 경우 sequestration 또는 aging 현상에 의해 탈착저항성을 띠게 되는 것으로 알려져 있다. 그러나 중금속의 경우 흡/탈착반응은 탈착저항성이 없는 가역적 반응이라는 보고가 있는 반면 홉/탈착 반응은 비가역적이며 탈착저항성이 존재한다는 보고도 있다. 본 연구에서는 해양 연안 퇴적물에 대한 납의 흡/탈착 실험을 통하여 탈착 저항성을 화인하고 연속추출 실험을 수행함으로써 탈착 저항성 부분의 크기를 규명하고자 하였다. 그리고 각기 다른 pH(4, 6)에서 흡착 실험을 수행함으로써 pH에 따른 흡착친화도를 규명하였다. 그 결과 퇴적물에 대한 납의 흡착량은 높은 pH(6)에서 더 많았고, 각 pH 범위에서 납은 탈착저항성을 가지는 것으로 나타났으며, 연속추출결과 Organic Material bound부분에 66% 정도가 흡착되어 있음을 알 수 있었다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 추계학술발표회
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• pp.355-358
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• 2002

A sediments are Integral called as gravel, sand, clay, mineral materials which are settling in bottom layer of reservoir, stream, and oceans from land. In practical problems relations of sediments are flood by decreed of flow capacity and down of water quality. Dredged sediments are composed with constructed material and variety of pollutant compounds. Therefore, it is very much of cost effects in nationally, if development for use of constructed material separated only constructed material within sediments. And it will be continue to the dredge operation of stream sediment for retrofit of water environment and sustainable's after the years. The following results could be obtained : In case of high concentration sediments, sample for design of CDF was shown property of flocculent settling. Assuming that average inflow rate is 1, 000㎥/hr, mean residence time( $T_{d}$), average ponding depth( $H_{pd}$ ), and design surface area for flocculent settling( $A_{df}$ ) were 5 hr, 0.6m, and 15, 750 $m^2$ respectivelyrespectivelyy

• 한국환경독성학회:학술대회논문집
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• 한국환경독성학회 2003년도 추계국제학술대회
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• pp.152-152
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• 2003

The majority of the SKYBIO will be used in the treatment of water in food processing plants, swimming pools and cooling towers, in the manufacture fabric softeners in Australia. Most will eventually be released into domestic sewage system as a consequence of product use. The SKYBIO is not readily biodegradable (0% over 28 days), and is expected to have a low partition coefficient and high water solubility (285 g/L), all indicating that the material would be mobile in both aquatic and terrestrial compartment. The PEC/PNEC ratio for the aquatic environment is 56. This value is significantly greater than 1, indicating an immediate concern to the aquatic compartment. However as a consequence of it's cationic character, the SKYBIO will be expected to associate to negatively charged organic matter in soil and sediment.

• 한국지반공학회논문집
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• 제17권2호
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• pp.113-122
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• 2001

소성이 높은 고함수비를 갖는 준설점토에 대한 침강 및 자중압밀 특성에 대한 연구는 국내외에서 활발하게 진행되고 있는 반면, 비소성 준설토에 대한 침강, 퇴적 특성에 대한 연구는 국내뿐만 아니라 국외에서도 거의 진행되지 않고 있는 실정이다. 일반적으로 비소성 준설토는 침강 및 퇴적 단계에서 고소성의 준설점토와 다른 거동 특성을 나타낸다. 본 논문에서는 비소성 준설토에 대한 실내 침강압밀실험을 실시하여 비소성 준설토의 퇴적 및 침강 현상을 제시하였다. 또한 퇴적고 관찰이 이루어진 준설토에 대한 퇴적특성 분석을 통하여 계면고 관찰이 이루어진 준설토에 대한 퇴적 현상을 해석하였으며, 이를 통하여 비소성 준설토에 대한 침강 및 퇴적 거동을 예측하였다. 또한 초기 및 최종 퇴적고에 대한 상관관계, 최종 퇴적고 및 최종 계면고에 대한 상관관계 분석을 통하여 비소성 준설토의 거동 특성을 분석하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권2호
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• pp.32-40
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• 2015

Laboratory column experiments were conducted to evaluate the feasibility of injectable apatite method for the sequestration of Sr-90 in groundwater. The columns were tested to evaluate the rate of citrate biodegradation, the amounts of apatite formed, and the treatability of strontium by the sediment and apatite. The results showed the decreases in citrate, calcium, and phosphate concentrations and the increases in alkalinity and citrate degradation products (acetate and formate) in the columns, suggesting that the citrate degradation and formation of calcium phosphate are occurring. Although the calcium and phosphate were not completely consumed within the columns, some amounts of apatite were formed and it showed an ability to treat strontium in groundwater. This study provides a fundamental understanding of reaction mechanisms for the injectable apatite sequestration method for Sr-90 removal.

• 한국지하수토양환경학회지:지하수토양환경
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• 제12권3호
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• pp.44-52
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• 2007

다공질매체를 통한 미세 입자의 이동은 고함수비 오염준설토의 탈수 및 오염물질의 제거와 같은 지반의 안정화 처리 및 토양의 정화에 있어서 중요한 메커니즘이 되고 있다. 일반적으로 음전하를 갖는 미세 입자들은 동전기영동의 영향으로 양극(+)방향으로 이동하게 된다. 그러나 중금속과 같은 양전하를 띈 오염물질로 흡착된 미세 입자의 경우 중금속의 종류 및 오염도에 따라 동전기영동에 의한 움직임은 제약을 받을 수 있다. 본 연구에서는 자연상태의 미세토립자의 침강거동 및 직류전류의 영향 하에서 발생되는 동전기영동에 의한 침강 거동에 대하여 조사하였다.

• Geomechanics and Engineering
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• 제22권2호
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• pp.173-185
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• 2020

Calcareous soil is originated from marine biogenic sediments and weathering of carbonate rocks. The formation history for calcareous sediment includes complex physical, biological and chemical processes. It is preferably selected as the major fill materials for hydraulic reclamation and artificial island construction. Calcareous sands possess inter pores and complex shape are liable to be damaged at normal working stress level due to its fragile nature. Thus, the engineering properties of calcareous soil are greatly affected by its high compressibility and crushability. A series of triaxial shear tests were performed on calcareous sands derived from South China Sea under different test conditions. The effects of confining pressure, particle size, grading, compactness, drainage condition, and water content on the total amount of particle breakage for calcareous soil were symmetrically investigated. The test results showed that the crushing extent of calcareous sand with full gradation was smaller than that a single particle group under the same test condition. Large grains are cushioned by surrounding small particles and such micro-structure reduces the probability of breakage for well-graded sands. The increasing tendency of particle crushing for calcareous sand with a rise in confining pressure and compactness is confirmed. It is also evident that a rise in water content enhances the amount of particle breakage for calcareous sand. However, varying tendency of particle breakage with grain size is still controversial and requires further examination.

• 한국물환경학회지
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• 제25권5호
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• pp.785-791
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• 2009

Using artificial rainfall simulator, the soil loss, which is deemed as the most cause of muddy water problem among Non-point source (NPS) pollutant, was studied by the analysis of direct runoff, groundwater discharge, and soil water storage properties concerned with rainfall intensity, slope of area, and land cover. The direct runoff showed increasing tendency in both straw covered and bared soil as slope increases from 5% to 20%. The direct runoff volume from straw covered surface were much lower than bared surface. The infiltration capacity of straw covered surface increased, because the surface sealing by fine material of soil surface didn't occur due to the straw covering. Under the same rainfall intensity and slope condition, 2.4~8.2 times of sediment yield were occurred from bared surface more than straw covered surface. The volume of infiltration increased due to straw cover and the direct runoff flow decreased with decrease of tractive force in surface. To understand the relationship of the rate of direct runoff, groundwater discharge, and soil water storage by the rainfall intensity, slope, and land cover, the statistical test was performed. It shows good relationship between most of factors, except between the rate of groundwater storage and rainfall intensity.