• 한국지하수토양환경학회지:지하수토양환경
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• 제10권3호
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• pp.9-15
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• 2005

토양/대수층 처리(Soil Aquifer Treatment, SAT)는 하수처리장으로부터의 2차 또는 3차 처리수를 대수층으로 침투시켜, 토양 매질에서 일어나는 물리적/생화학적 반응에 의해 재처리하는 용수 재이용 기술이다. SAT에서의 주요 관심 대상은 유기물과 질소화합물의 제거와 이송에 있다. 본 연구에서는 암모늄의 질산화 반응, 질소산회물의 탈질 반응, 그리고 유기물의 산화반응을 고려하여 SAT에서 일어나는 반응 메커니즘을 규명하고 이를 지하수 흐름과 이송 모렐 에 접목시킴으로써 SAT 모델링 시스템을 구현하고자 하였다. 실험실 일차원 불포화 토양 컬럼 실험을 통한 모델 검증에서 암모늄, 질산성 질소, DOC, 용존산소 모두 일정한 농도 범위 안에서 일치하였다. 모델 변수에 대한 민감도 분석에서, 암모늄 분배계수는 유출부의 암모늄 농도에, 용존산소 저해상수는 유출부의 유기물 농도에, 그리고 미생물 감쇄계수는 유출부의 용존산소 농도에 영향을 주었다.

• Journal of Biosystems Engineering
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• 제25권3호
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• pp.179-186
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• 2000

Interactions between wheel lug surfaces and soil were analyzed through wheel motion. In this paper, lug surfaces such as trailing and leading lug sides and a lug face were analyzed and reported. The interactions between the surfaces and soil were expressed as the horizontal and vertical directions of resultant forces acting on the surfaces. There analysis indicated qualitatively that (1) the trailing lug side is mainly related to produce motion resistance and reaction to dynamic load, (2) the lug face is related to produce not only the motion resistance, the reaction to the dynamic load but also the traction and (3) the leading lug side is mainly related to produce the traction and the reaction to the dynamic load. Experiments were conducted to prove the results of the motion analysis. Normal and tangential forces acting on the surfaces were measured, and the traction, the motion resistance and the reaction to the dynamic load were calculated with wheel rotational and lug design angles. The experiments proved that the results of wheel motion analyses above mentioned as (1), (2) and obtained from the analysis were correct.

• 한국지하수토양환경학회지:지하수토양환경
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• 제22권2호
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• pp.33-40
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• 2017

In typical remediation practices, separate washing systems have to be applied to clean up the soils contaminated with both oil and heavy metals. In this study, we evaluated the efficiency of successive two-stage soil washing in removal of mixed-contaminants from soil matrix. Two-stage soil washing experiments were conducted using different combinations of chemical agent: 1) persulfate oxidation, followed by organic acid washing, and 2) Fenton oxidation, followed by inorganic acid washing. Persulfate oxidation-organic acid washing efficiently removed both organic and inorganic contaminants to meet the regulatory soil quality standard. The average removal rates of total petroleum hydrocarbons (TPH), Cu, Pb, and Zn were 88.9%, 82.2%, 77.5%, and 66.3% respectively, (S/L 1:10, reaction time 1 h, persulfate 0.5 M, persulfate:activator 3:1, citric acid 2 M). Fenton oxidation-inorganic acid washing also gave satisfactory performances to give 89%, 80.9%, 87.1%, and 67.7% removal of TPH, Cu, Pb, and Zn, respectively (S/L 1:10, reaction time 1 hr, hydrogen peroxide 0.3 M, hydrogen peroxide:activator 5:1, inorganic acid 1 M).

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 2000년도 THE THIRD INTERNATIONAL CONFERENCE ON AGRICULTURAL MACHINERY ENGINEERING. V.II
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• pp.117-123
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• 2000

Using the modified DEM (Discrete Element Method), which we proposed in order to improve the accuracy of the simulation, soil behavior and reaction by lugs of rotating wheel and a soil cutting process by a high speed blade were calculated and compared with experimental data. The DEM is one of computational mechanics, where the object body is supposed as an assembly of small particles called elements and not a continuum as in the case of FEM. We can easily treat some discrete phenomena such as cracking, separating and sliding by the DEM. We had to modify the original mechanical model, which induced too free movement of elements, adding a tension spring, which would display the role of soil adhesion. The results of DEM simulations were successful from both the soil behavior and reaction points of view.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1789-1795
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• 2007

Railroad, the structure maintenance and restoration project was increased and widely performed in concrete pavement road and airport, building at downtown area, bridge abutment, and other concrete structures. Especially, the ground reinforcement technique by quick-reaction expansible resins is the most effective countermeasures against differential settlement and undesired deformation of structure. In this paper, the unconfined compressive strength and some environmental related tests were conducted to evaluate compressive strength and environmental effect of quick-reaction expansive resins and soil mixtures. Also, three case histories of concrete structure and railroad restoration project are presented. Based on the laboratory test, the quick-reaction expansible resins and soil mixture represent the sufficient compressive strength and the leachate material is satisfied the environmental regulation limits. As a result of this study, the structure restoration technology using quick-reaction expansible resins is very effective for restoration of differential settlement and deformation, and it is environmentally sustainable technology.

• Environmental Engineering Research
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• 제17권3호
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• pp.145-150
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• 2012

Pb-contaminated soil at a clay shooting range was analyzed by the sequential extraction method to identify metal binding properties in terms of detrital and non-detrital forms of the soil. Most of the metals in the soils existed as non-detrital forms, exchangeable and carbonate-bound forms, which could be easily released from the soil by a washing method. Therefore, the characteristics of Pb desorption for remediation of the Pb-contaminated soil were evaluated using hydrochloric acid (HCl) by a washing method. Batch experiments were performed to identify the factors influencing extraction efficiency. The effects of the solid to liquid (S/L) ratio (1:2, 1:3, and 1:4), soil particle size, and extraction time on the removal capacity of Pb by HCl were evaluated. Soil samples were collected from two different areas: a slope area (SA) and a land area (LA) at the field. As results, the optimal conditions at 2.8 to 0.075 mm of particle size were 1:3 of the S/L ratio and 10 min of extraction time for SA, and 1:4 of the S/L ratio and 5 min of extraction time for LA. The characteristics of Pb desorption were adequately described by two-reaction kinetic models.

• Korean Chemical Engineering Research
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• 제43권1호
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• pp.153-160
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• 2005

본 실험은 TNT 오염토양의 효율적 제거를 위한 화학적 처리기술 개발을 목적으로 다양한 Fenton reaction 적용성에 관해 고찰하였다. 기존 Fenton reaction은 낮은 pH 요구성을 가지는 단점이 있고 천연토양은 pH에 대한 buffering capacity를 가지고 있으므로 그 적용성이 미약하였다. 이에 중성 pH에서도 효율적으로 Fenton reaction을 유도할 수 있는 modified Fenton reaction을 본 실험에 적용하였다. 또한, 천연 토양 내 다양한 철광석을 철이온 대신 사용함으로써 철슬러지의 발생의 최소화를 위한 Fenton-like reaction의 적용 가능성에 대하여 검토하여 보았다. 실험결과는 오염토양의 기존 Fenton reaction 제거효율은 약 20시간 후 pH 3에서 93%이며 반면 pH 7에서는 21%임을 보였다. 한편, TNT 오염 수용액 처리에 철이온과 5종의 chelating agent를 투입한 실험에서는 24시간 반응 후 pH 7에서 NTA-Fe의 경우가 87%로 그 효율이 가장 우수하였고 citrate-Fe 46%, EDTA-Fe 71%, oxalate-Fe 64%, acetate-Fe 37%의 각각의 제거효율을 나타내었다. 또한, TNT 오염 수용액 처리에 3종의 철광석으로 Fenton-like reaction을 적용한 경우, pH 3에서 24시간 후 goethite 33%, hematite 40%, magnetite 40%의 처리효율을 보였고, pH 7인 경우 goethite 28%, hematite 34%, magnetite에서는 36%의 처리효율을 보였다. 게다가, 성능이 우수한 chelating agent 3종과 2종의 철광석을 이용한 복합처리 실험에서는 magenetite 경우 pH 7에서 NTA 79%, oxalate 59%, EDTA 14%의 제거효율이 측정되었고, hematite 경우 NTA 73%, oxalate 25% 그리고 EDTA 19%의 처리효율을 얻었다. 결론적으로 철광석과 modified fenton reaction의 복합처리의 경우 처리 기간 등의 운영인자를 확보할 경우 효율적으로 TNT 오염토양에 적용될 수 있을 것으로 기대된다.

• 한국환경보건학회지
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• 제27권1호
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• pp.93-99
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• 2001

This study aims at finding out pertinent reaction conditions for treating high concentration ammonia contained in N-chemical factory wastewater with decompressed ammonia stripping method that was designed. And it also tries to investigate adsorption capability of removed ammonia to soil. The results from experiments are as follows ; 1. The removal rate of N $H_3$-N of synthetic wastewater was under 85% at pH 10 with decompressed ammonia stripping method. The reaction time in pressure 360 mmHg at pH 11 and 12 was shorter than in 460 mmHg, and the removal rate of N $H_3$-N with decompressed ammonia stripping method at 9$0^{\circ}C$ was 11~15% higher than air stripping 2. The optimum conditions for decompressed ammonia stripping with synthetic sample were shown as pH 12, temperature 9$0^{\circ}C$, internal reaction pressure 460 mmHg and reaction time 50 minutes. These conditions were applied to treat the wastewater containing organic-N 290.5mg/$\ell$, N $H_3$-N 168.9mg/$\ell$, N $O_2$-N 23.2mg/$\ell$, N $O_3$-N 252.4mg/$\ell$, T-N 735mg/$\ell$. Organic-N turned out to be removed 60%, the removal rate of N $H_3$-N IS 94%, T-N is 50%. But N $O_2$-N and N $O_3$-N were increased with 7.8% and 14.9% respectively. 3. The CO $D_{Sr}$ removal rate in decompressed ammonia stripping reaction was 42% and S $O_4$$^{2-}$ was removed 8.2%. It was turned out caused with higher pH and thermolysis. 4. In soil adsorption of ammonia desorbed from the decompressed stripping process of wastewater, the recovery rate was 76% in wet soil.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.528-535
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• 2005

Using the case of design to the Large diameter Bored Pile, We showed the various method to estimate the Lateral coefficient of subgrade reaction and analyzed the lateral displacement behavior according to the characteristics of sub layer distribution. According to the study, Mutual relation to the N value and the soil modulus of deformation showed 400N to 800N to the fine grained soil and weathered soil. It showed simular tendancy with the proposed expression of Schmertmann. But Weathered rock was over estimated as 4,200N. $k_h$ to the sedimentory soil and weathered rock each showed these orded of Schmertmann-PMT-2,800N and Schmertmann-2,800N-PMT. As the factor($\alpha$) 4 was applied to the estimation in weathered rock, $k_h$ to the PMT was calculate as a big value. If the pile is long and the pile is surpported to the soil, Lateral displacement was in inverse proportion ratio to the value of $k_h$. But the case of shallow soil layer(early bedrock) and the short pile, Lateral displacement was affected by the behavior of socheted pile to the bedrock not by the upper soil layer.

• 한국자원식물학회지
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• 제19권4호
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• pp.515-516
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• 2006

기린초의 토양 pH별 생육특성을 보면 pH가 낮을수록 생육초기부터 후기까지 초장, 엽수, 분지수 등의 생육이 좋았으며 특히 초장과 분지수에서는 pH처리에 따라 통계적인 유의성이 인정되었다. 따라서 기린초 재배시에는 토양 pH를 $4.5{\sim}5.0$정도로 맞추어 주는 것이 pH 6.0보다 초기 활착이 빠르고 생육이 양호하며 균일성이 높아지는 것으로 나타났다.