• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 1998.11a
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• pp.60-63
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• 1998

본 연구에서는 유류 오염토양 복원을 위한 효율적인 세척공정을 구성하여 현장적용 가능성을 검토하였다. 토양세척공정은 co-current식 전세척장치와 counter -current식 세척조로 구성된다. 물이 주입되는 co-current식 전세척장치에서는 스크류 축의 회전력에 의한 토양 이송 및 스크류의 각 pitch 사이에 부착된 임펠러의 기계적 교반력에 의한 세척이 동시에 이루어진다. 전세척장치를 통과한 토양과 물은 세척조로 유입되어 세척용액과 반대방향으로 이동하게 된다. 세척조의 내벽에 부착된 나선형 웨어에 의해 적정 운전조건하에서 일정 크기를 기준으로 토양이 분리되며, 각 웨어 사이에 부착된 임펠러의 교반력에 의해 오염토양이 세척된다. 실험결과, 운전시 고려해야 할 주요 영향인자들은 전세척장치에서의 토양주입량은 1 kg/min, 진탕비는 1, 회전속도는 50 rpm에서 최대 세척효율(#4-, 83.6%)을 보였으며, 세척조에서는 토양.물 주입위치 15 cm, 회전속도 5 rpm, 경사각 6$^{\circ}$, 세척용액 주입유량이 0.8 L/min일 때 최대 세척효율인 97.9%(#4-)를 나타냈다.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.41 no.8
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• pp.25-30
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• 2004

In this paper, we suggest a new front panel structure with ridged front panel dielectric layer and hollow gap. The proposed structure can decrease a driving voltage and increase Xe content due to strong electric fields. In the experiment, we have used 6" test panel with 10 %, 15 %, 20 %, 30 % and 50 % Xe contents and 450 torr gas pressure. When comparing with a conventional structure in Xe 10 %, the proposed structure with same Xe content decreased a firing and sustain voltage by about 74 V and 79 V, also the luminance and luminous efficacy of proposed structure with 50 % Xe content were improved by about 33 % and 50.9 %..9 %.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.08a
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• pp.119-119
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• 2010

다층박막구조를 갖는 유기발광소자는 저분자 증착 기술이 발전함에 따라 다양한 구조로 제작이 가능해 다양한 구조 설계를 통하여 발광특성을 향상할 수 있게 되었다. 다층박막구조에서 유기발광소자의 발광효율을 향상시키기 위하여 다양한 주입층과 수송층을 사용하여 전하의 주입 장벽과 이동도를 제어할 수 있다. 저분자 유기발광소자에서 가장 많이 이용되는 tris(8-hydroxyquinoline) aluminum (Alq3) 또는 7-diphenyl-1, 10-phenanthroline (BPhen)을 단일구조로 전자수 송층으로 사용한 유기발광소자의 발광 메커니즘에 대한 연구가 많이 진행되었지만, Alq3 와 BPhen 을 같이 사용하였을 때 나타나는 전기적 특성과 광학적 특성에 대한 연구는 미미하다. 따라서 본 연구에서는 전자 수송층으로 Alq3 와 BPhen 을 다중 이종구조를 사용하여 녹색 유기발광소자를 제작하고 이의 전기적 특성과 광학적 특성을 연구하였다. 유기발광소자를 제작한 후 Alq3와 BPhen 다중 이종구조의 위치와 이종구조 개수의 변화에 따라 발광 특성 비교를 위하여 인가된 전압에 대한 전류밀도와 휘도, 발광 효율 및 전력 효율을 측정하였다. 다중 이종구조로 제작할 경우 단일 BPhen층의 두께가 얇아지기 때문에 단일 이종구조의 소자보다 BPhen층의 정공차단 능력이 저하되어 저전압에서는 Alq3/BPhen 계면에서의 누설되는 정공의 수가 증가하였다. 또한 이종구조의 수가 증가할수록 단일 이종구조일 때에 비하여 인가된 전압에 대한 전류밀도가 감소하였다. 이는 Alq3와 BPhen 내에서 각각 전자의 이동도가 다르기 때문에 Alq3/BPhen 이종계면에서 전자가 축적되어 공간전하를 형성하므로 내부전계가 형성되어 구동전압이 증가하는 것으로 보인다. 그러나 다중 이종구조로 된 전자 수송층을 포함한 유기발광소자의 발광 효율은 구동전압의 변화에 따라 변하지 않는다. 이종계면의 수가 증가함에 따라 각각의 이종계면에서 축적되는 전자의 양이 감소하기 때문에 고전압에서 발광효율의 저하가 감소하였다. 그러므로 다중 이종구조를 가진 전자수송층 내에서 전자의 주입과 수송에 대한 원리는 안정화된 발광효율을 가지는 유기발광소자를 제작하는데 중요하다.

• Korean Chemical Engineering Research
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• v.53 no.4
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• pp.472-477
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• 2015

This study presents modified microfluidic picoinjector combined Faraday moat with silver nanoparticle electrode to increase electrical efficiency and fabrication yield. We perform simple dropping procedure of silver nanoparticles near the picoinjection channel, which solve complicate fabrication process of electrode deposition onto the microfluidic picoinjector. Based on this approach, the microfluidic picoinjector can be reliably operated at 180 V while conventional Faraday moat usually have performed above 260 V. Thus, we can reduce the operation voltage and increase safety. Furthermore, the microfluidic picoinjector is able to precisely control injection volume from 7.5 pL to 27.5 pL. We believe that the microfluidic picoinjector will be useful platform for microchemical reaction, biological assay, drug screening, cell culture device, and toxicology.

• Economic and Environmental Geology
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• v.47 no.6
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• pp.611-623
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• 2014

The alluvial aquifer, widely developed near the four major rivers such as Nakdong River, can be used effectively for groundwater artificial recharge and is expected to be the future water resources in Korea. This study is aimed at examining the impact of repeatedly injected river water into the riverside alluvial aquifer on injection rate or efficiency in its system at Changweon area. For this, injection tests were performed two times, first on June 19 and second on September 25 through October 9, 2013, and the mixing ratios of river water to groundwater were used as the tool to compare the efficiency of injection. The mixing ratios were evaluated by using electrical conductivities of injected river water (average $EC=303{\mu}S/cm$) and groundwater ($EC{\fallingdotseq}6,000{\mu}S/cm$) measured at 20 m depth of four observation wells installed 10 m apart from each injection well. The result shows the remarkable differences on two respects. First, in some observation well, detection time for incipient injection effect during $2^{nd}$ injection test was shown to be much slower than that of $1^{st}$ injection test. Second, the hourly increasing rate of mixing ratios in $2^{nd}$ test was revealed to be reduced much more than that of $1^{st}$ test. This means that the efficiency of injection was badly deteriorated by only 1,210 minute injection work. Therefore, injection water needs to be adequately treated beforehand and repeated pumping work and/or resting phase is needed afterwards. To a certain extent, the improvement of water quality in saline aquifer was verified in this system by injection tests.

• Journal of the Korean GEO-environmental Society
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• v.23 no.12
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• pp.55-61
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• 2022

Carbon dioxide is one of the greenhouse gases in the atmosphere and much research is underperforming in reducing carbon dioxide. Geological carbon dioxide storage is considered the primary technique for global warming prevention. So, technic development for storing carbon dioxide is required. Using surfactant is considered an effective material for geological carbon dioxide storage. However, research on using surfactants for carbon dioxide sequestration is not enough. In this study, a 2D micromodel experiment depends on the surfactant type (sodium dodecyl sulfate and sodium dodecylbenzene sulfonate), concentration and carbon dioxide injection rate. As result, geological carbon dioxide sequestration efficiency is increased according to surfactant concentration and carbon dioxide injection rate increase. However, efficiency no more increases after critical concentration and rate.

• Journal of Soil and Groundwater Environment
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• v.11 no.4
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• pp.10-17
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• 2006

Laboratory-scale two-dimensional aquifer physical model studies were conducted to assess the effect of air injection rate and air injection pattern on the removal of disel contaminated soil and groundwater by air/bio-sparging. The experimental results were represented that the optimal conditions in this experiment were as air injection rate of 1,000 ml/min and pulsed air injection pattern(15 min on/off). The results of the TPH reduction, DO consumption and $CO_2$ production indicate the effective biodegradation evidence of diesel. Based on our results, The minimal $O_2$ supply and pulsed air injection pattern could effectively enhance the diesel removal and the pulsing air injection had effect on oxygenation in this system. Thus, the cost of operating air/bio-sparging system will be reduced if optimal air injection rate and pulsed air injection pattern are applied to remediate contaminants.

• Journal of the Korean Geotechnical Society
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• v.26 no.9
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• pp.47-58
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• 2010

This paper presents the injection efficiency of 2.0 shot system which was verified by strength and injection time. In order to perform this study, laboratory model tests and field tests are carried out. The laboratory model tests consist of the test of injection time for verifying the injection ratio, and the tests of homo-gel and sand-gel strengths for estimating the characteristic of strength. It is found that the injection ratio of 1:2 shows the best seepage into the ground. The results of the strengths are also larger than other injection ratio. The large strength will also be expressed by field tests at construction site.

• Economic and Environmental Geology
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• v.52 no.1
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• pp.37-48
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• 2019

In geological $CO_2$ sequestration, the behavior of $CO_2$ within a reservoir can be characterized as two-phase flow in a porous media. For two phase flow, these processes include drainage, when a wetting fluid is displaced by a non-wetting fluid and imbibition, when a non-wetting fluid is displaced by a wetting fluid. In $CO_2$ sequestration, an understanding of drainage and imbibition processes and the resulting NW phase residual trapping are of critical importance to evaluate the impacts and efficiencies of these displacement process. This study aimed to observe migration and residual trapping of immiscible fluids in porous media via cyclic injection of drainage-imbibition. For this purpose, cyclic injection experiments by applying n-hexane and deionized water used as proxy fluid of $scCO_2$ and pore water were conducted in the two dimensional micromodel. The images from experiment were used to estimate the saturation and observed distribution of n-hexane and deionized water over the course drainage-imbibition cycles. Experimental results showed that n-hexane and deionized water are trapped by wettability, capillarity, dead end zone, entrapment and bypassing during $1^{st}$ drainage-imbibition cycle. Also, as cyclic injection proceeds, the flow path is simplified around the main flow path in the micromodel, and the saturation of injection fluid converges to remain constant. Experimental observation results can be used to predict the migration and distribution of $CO_2$ and pore water by reservoir environmental conditions and drainage-imbibition cycles.

• Journal of Korean Society of Environmental Engineers
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• v.35 no.7
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• pp.495-502
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• 2013

This work was performed to investigate proper condition of coagulation treatment as UF process pretreatment that consider UF permeate flux and residual Al concentration. The coagulant used an alum as $Al_2(SO_4)_3{\cdot}16H_2O$ and PACl (r = 1.5) made this study. The experiment was tested in adjusting conditions such as alum dose, flocculation time and coagulation pH of seawater. Consequently, higher coagulant dose lead to elevation of UF permeate flux while residual aluminium also increased in condition of pH 8.0. The most suitable condition which has a good permeate flux and low residual aluminium, in this works, was coagulant dose of 0.7 mg/L (as Al, alum) and 1.2 mg/L (as Al, PACl) and coagulation pH 6.5. In addition, applying the flocculation time with 1.2 mg/L of PACI reduced. The flocculation time reduced UF permeate flux in using alum.