• Journal of Soil and Groundwater Environment
• /
• v.13 no.6
• /
• pp.17-22
• /
• 2008

The feasibility of acid-enhanced electrokinetic remediation on zinc and nickel-contaminated soil was investigated in the laboratory. Simple extraction efficiency using 1M HCl was 24% for Zn and 9% for Ni, as a result, the acid washing is not effective to remove Zn and Ni from the soil. The effiencey of normal electrokinetic treatment during 28 days was less than simple soil washing. Catholyte circulation with a strong acid enhanced dramatically the removal of Zn and Ni and pretreatment of soil with acid increased more the removal. Based on the result, acid-enhanced electrokinetic remediation is effective to remove Zn and Ni from the contaminated soil.

• Journal of the Korean GEO-environmental Society
• /
• v.15 no.3
• /
• pp.15-19
• /
• 2014

Spilling pollutants and its contamination to the ground have serious impact to public resulting in various research about remediation techniques. In this study, the use of amphiphilic block copolymer for remediation was investigated with a series of laboratory tests on removal of hydrophobic contaminant in soil. Four types of amphiphilic block copolymer were developed and the efficiency of the cleaning was compared with surfactant using arbitrary diesel-contaminated soils. The results of the study show that the use of amphiphilic polymer in the soil washing process significantly enhanced the remediation of the contaminated soil and a potential of new methodology of eco-friendly remediation.

• Journal of the Korean GEO-environmental Society
• /
• v.9 no.4
• /
• pp.77-84
• /
• 2008

Soil purification theory is the method using the soil micro-organism like aerobic and anaerobic for treatment of wastewater. The soil has many kinds of micro-organism and it multiply as change of the environment. Unlikely other methods, the soil purification theory is adaptable to inflow water change; moreover, it can process the T-N, T-P without any special method and management. The top is covered with the improved soil which can remove the bad smell and is used for resting place according to planting the lawn. This study is focused on analysis of the treatment processing of wastewater comparing inflow with outflow water. As a results, removal rate of the processing the BOD, COD and SS is almost 90~100% and it is 60~80% in T-N, T-P.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.10 no.1
• /
• pp.56-65
• /
• 2022

This paper aims at estimating self-cleaning performance of mortar coated with photocatalytic suspension under various conditions. Experimental variables included the concentration (1.5 % and 3.0 %) of photocatalytic suspension for coating mortar specimen, the presence of hydrophilic agent in photocatalytic suspension, and applying the primer on the surface of mortar. The color change of methylene blue solution increased and accordingly self-cleaning performance increased as photocatalytic concentration increased. The presence of hydrophilic agent in photocatalytic suspension slightly decreased the self-cleaning performance compared to the conventional photocatalytic suspension. Test results also showed that mortar specimen including primer and specimen not including primer did not show significantly different self-cleaning performance. In addition, cracks on the surface of mortar specimens decreased as the photocatalytic concentration increased. Therefore, increase in cracks on the surface of mortar at different photocatalytic concentration might adversely affect the self-cleaning performance of mortar specimens.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.37 no.5
• /
• pp.22-28
• /
• 2008

바다에 유출된 기름으로 오염된 지역의 친환경적인 방제를 위하여 기름분해 미생물을 이용하는 생물정화기술을 소개하고, 해양환경관리법 시행('08.1.21)으로 방제약제에 새로 추가된 생물정화제제의 성능시험기준 및 검정기준 등 형식승인절차를 기술하였다.

• Journal of the Korean Geotechnical Society
• /
• v.30 no.6
• /
• pp.23-39
• /
• 2014

An artificial rainwater reservoir installed in urban areas for recycling rainwater is an eco-friendly facility for reducing storm water effluence. However, in order to recycle the rainwater directly, the artificial rainwater reservoir requires an auxiliary system that can remove non-point source pollutants included in the initial rainfall of urban area. Therefore, the conventional soil filtration technology is adopted to capture non-point source pollutants in an economical and efficient way in the purification system of artificial rainwater reservoirs. In order to satisfy such a demand, clogging characteristics of the sand filter layers with different grain-size distributions were studied with real non-point source pollutants. For this, a series of lab-scale chamber tests were conducted to make a prediction model for removal of non-point source pollutants, based on the clogging theory. The laboratory chamber experiments were carried out by permeating two types of artificially contaminated water through five different types of sand filter layers with different grain-size distributions. The two artificial contaminated waters were made by fine marine-clay particles and real non-point source pollutants collected from motorcar roads of Seoul, Korea. In the laboratory chamber experiments, the concentrations of the artificial contaminated water were measured in terms of TSS (Total Suspended Solids) and COD (Chemical Oxygen Demand) and compared with each other to evaluate the performance of sand filter layers. In addition, the accumulated weight of pollutant particles clogged in the sand filter layers was estimated. This paper suggests a prediction model for removal of non-point source pollutants with theoretical consideration of the physical characteristics such as the grain-size distribution and composition, and change in the hydraulic conductivity and porosity of sand filter layers. The lumped parameter ${\theta}$ related with the clogging property was estimated by comparing the accumulated weight of pollutant particles obtained from the laboratory chamber experiments and calculated from the prediction model based on the clogging theory. It is found that the lumped parameter ${\theta}$ has a significant influence on the amount of the pollutant particles clogged in the pores of sand filter layers. In conclusion, according to the clogging prediction model, a double-sand-filter layer consisting of two separate layers: the upper sand-filter layer with the effective particle size of 1.49 mm and the lower sand-filter layer with the effective particle size of 0.93 mm, is proposed as the optimum system for removing non-point source pollutants in the field-sized artificial rainwater reservoir.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2001.09a
• /
• pp.176-179
• /
• 2001

비 수용성 유기오염물(NAPL; non-aqueous phase liquid)로 오염된 불균질 토양을 계면활 성제를 이용하여 정화할 경우 효율성을 알아보기 위해 칼럼 및 박스 실험을 실시하였다. 불 균질한 지하 내부구조는 정화효과에 커다란 영향을 끼치는 것으로 알려져 있으나 이에 대한 연구는 매우 미비한 형편이다. 2차원 불균질 분포를 잘 나타내주는 박스실험을 통하여 실제 지하매질에 가까운 조건에서 실험을 실시하였다. PCE(tetrachloroethylene)와 xylene이 NAPL로 올리에마이드(01eamide)가 비이온-계면활성제로 이용되었으며, 1%용액과 증류수를 주입하여 NAPL을 세정하였고 가스크로마토그래피를 이용하여 NAPL의 농도를 분석하였다. 계면활성제를 주입할 경우가 증류수를 주입할 때보다 최대유출농도가 약 200배 정도가 높게 나타났으며 빠른 시간 내에 대부분의 NAPL이 정화되었다. 본 실험을 통하여, 불균질 매질에서의 계면활성제를 이용한 토양세정방법의 효율성이 정량화 되었으며, 계면활성제를 이용한 채수주입법의 현장 적용가능성을 확인하였다.

• Journal of the Korean Geotechnical Society
• /
• v.19 no.5
• /
• pp.243-252
• /
• 2003

Environmental Double Pile method was presented as a device to improve low permeable contaminated soil. EDP is one of the latest technology in a concept of one step process that is applied to low permeable contaminated ground to reutilize the site by enhancing drainage, contaminated remediation, bearing capacity of piles. In order to evaluate on-site applicability of this technology, qualities of EDP's drainage, strength and remediation were assessed through a series of experiments; EDP was verified to achieve remediation and improvement of soft ground.

• Journal of Korea Foundry Society
• /
• v.17 no.2
• /
• pp.151-157
• /
• 1997

다섯 조성의 서로 다른 Mo, Ni 및 Mn함량을 지닌 3 mass% C-20 mass% Cr 공정조성의 백주철을 질소분위기하에서, 1173, 1273 및 1373 $^{\circ}K$의 온도로 3.6, 7.2, 14.4 및 28.8 ks동안 불안정화열처리를 행한 후 공냉시켜 잔류오스테나이트를 측정한 결과 합금원소함량, 불안정화열처리조건 및 $V{\Upsilon}$사이에 다음과 같은 관계를 얻었다. 즉 Mo, Ni 및 Mn을 첨가한 결과, 주방상태에서 79.89${\sim}$91.65 vol.%범위의 $V{\Upsilon}$가 얻어 졌으며 퍼얼라이트는 전혀 생성되지 않았다. 1173 $^{\circ}K$에서 불안정화열처리를 한 경우에는 무수히 작은 이차탄화물이 석출하였으나 온도가 높아 질수록 그 수는 점차 감소하여 1373 $^{\circ}K$에서는 거의 관찰되지 않았다. 1173 및 1373 $^{\circ}K$에서 불안정화열처리를 한 경우, 불안정화열처리시간의 증가에 따른 $V{\Upsilon}$의 변화는 미미하였으나 1273 $^{\circ}K$의 경우에는 감소하였다. 또한 Mo, Ni 및 Mn의 첨가량이 많아짐에 따라 $V{\Upsilon}$는 증가하였으며 이 두 함수사이의 관계식을 정립시키기 위하여 P인자를 도입하였다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2002.09a
• /
• pp.370-373
• /
• 2002

위해성 평가(Risk assessment)는 지하수나 토양의 오염으로 인해 자연 환경과 사람에게 미칠수 있는 위해(risk)를 정량적으로 평가하는 방법이다. 이 평가를 바탕으로 대상지역의 오염도 저감 여부 및 목표를 설정할 수 있다. 본 연구에서는 유류로 오염된 부지를 대상으로 측정된 TPH(Total Petroleum Hydrocarbon)값에 근거하여 인체에 미칠 수 있는 위해((Risk)에 대한 정량적인 평가와 동시에 오염된 토양 및 지하수의 정화기준을 산정 하고자하였다. 그 결과 유류로 오염된 00지구에 대한 정화기술적용시의 최소성분감소비(CRF)를 산출하여 정화의 정도치와 정화목표농도를 산출하였다.