• Journal of the Korea Concrete Institute
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• v.26 no.6
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• pp.731-739
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• 2014

This paper describes the evaluation of the impact performance of steel fiber-reinforced concrete based on high-velocity impact experiments using hard spherical balls. In this experimental study, panel specimens with panel thickness to ball diameter (h/d) ratios of 3.5 or less were tested with variables of steel fiber volume fraction, panel thickness, impact velocity, and aggregate size. Test results were compared with each other to evaluate the impact resistance. The results showed that the percentage of weight and surface loss decreased as the steel volume fraction increased. However, the penetration depth increased with up to steel fiber volume fraction of 1.5%. Particularly the results of specimens with 20 mm aggregates showed poorer performance than those with 8 mm aggregates. The results also confirmed that the impact performance prediction formulas are conservative with (h/d) ratios of 3.5 or less. Despite the conservative predictions, the modified NDRC formula and ACE formula predict the impact performance more consistently than the Hughes formula.

• Journal of the Microelectronics and Packaging Society
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• v.16 no.1
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• pp.45-50
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• 2009

By Laser Through-Silicon-Via process, debris and particles occur when you are forming. Therefore the research of TSV cleaning become important to remove those particles and debris. Both chemical cleaning method that uses a surfactant and physical cleaning method that uses a brush were studied with the via of $30{\mu}m$ diameter and $100{\mu}m$ depth on the 8 inch CMOS Image Sensor wafer. On the DI water and a surfactant in mixture ratio of 2:1, debris show $73{\mu}m^2$ per $0.054mm^2$. Cleaning is superior by lower mixture ratio of DI water and surfactant. In addition, It is less than 5% of debris distribution in the laser condition changed by Laser's frequency and its speed and cleaning had no effect. In the physical cleaning, there are no crack and damage when the system condition is set by $1000{\sim}3000rpm$ strip, $50{\sim}3000rpm$ rinsing, and $200{\sim}300rpm$ brushing Therefore, debris and particles can be removed by enforced chemical method and physical method.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.841-845
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• 2012

최근 중국과 인도는 공유하천인 야루짱부(중국명: 아로장포(雅魯藏布), 인도명:Brahmaputra)강 유역 내 수력발전용 댐 건설을 놓고 갈등 중이다. 발단은 중국이 2010년 9월에 정식으로 착공한 짱무수력발전댐(장목수전참(藏木水電站))의 건설이다. 총길이 3,848km, 유역면적 71만여 $km^2$인 야루짱부강은 중국과 인도, 방글라데시, 부탄 4개국이 공유하고 있다. 야루짱부강의 발원지는 히말라야 산맥 북쪽 기슭의 지에마양쫑 빙하(걸마앙종(杰馬央宗) 빙천(冰川))이고 중국내 길이가 2,057km에 달한다. 강은 중국의 씨짱(서장(西藏))지역, 인도의 아루나찰 프라데시(Arunachal Pradesh)주와 아쌈(Assam)주를 경유하여 부탄, 방글라데시로 흐른다. 야루짱부강은 티베트로 잘 알려진 시짱자치구에서 발원하여 중국과 인도의 영토 분쟁지역인 아루나찰 프라데시주를 관통함으로 인해 지정학적으로 중요한 의미를 갖고 있다. 짱무수력발전댐은 시짱 지역 최대 수력개발댐으로, 인도와 방글라데시는 중국의 댐 건설로 인해 자국의 수자원의 감소와 생태계 파괴가 발생할 것을 우려하고 있다. 그러나 최근 중국과 인도의 관방은 이 같은 우려를 부인하며 인도의 아루나찰 연방당국 또한 5개 주요 지류에 1,750MW 규모의 수력발전댐을 건설할 계획을 발표하였다. 이와 같이 수력발전댐 건설과 수자원확보를 놓고 중국과 인도가 팽팽하게 경쟁하게 된 데는 중국과 인도 간의 역내 힘겨루기와 자국 내 정치적 이해, 영토분쟁지역의 존재 등이 원인으로 작용하고 있다. 본 연구는 중국의 짱무수력발전댐(장목수전참(藏木水電站)) 건설원인을 중국정부가 가진 시짱지역관리 및 개발의 필요성에서 찾고 짱무수력발전댐(장목수전참(藏木水電站)) 건설에 드러난 중국의 표면적, 내재적 의도의 분석을 통해 중국의 공유하천 접근 방식의 특징과 원인을 규명하였다. 발원지에 위치한 중국이 수자원확보경쟁에서 유리한 입장을 점하고 있는 가운데 중국에 비해 상대적으로 정치적, 경제적 열세에 놓인 하류국가들은 공유하천의 동등하게 이용할 권리를 쟁취하기 위해 필요한 협상력을 갖고 있지 못하다. 따라서 하류국가들은 중국의 의도를 파악하여 이를 토대로 적절한 대안을 마련해야 할 필요성이 있다. 중국의 공유하천접근방식의 원인과 특징에 대한 분석은 남북통일 후 중국과 하천을 공유하게 될 우리나라에 시사하는 바가 클 것이라 생각된다.

• Applied Chemistry for Engineering
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• v.16 no.6
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• pp.778-784
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• 2005

It has been found that the addition of cosurfactant is necessary in order to expand three phase region containing middle phase microemulsion in ternary systems containing alkyl ethoxylate (AEO) nonionic surfactant, commercial lubricant and water. Phase behavior in the surfactant systems with addition of cosurfactant over a temperature range of 30 to $60^{\circ}C$ showed different trends depending on surfactant, temperature and chain length of alcohol added. For the $C_{12}E_4$ system, addition of n-pentanol and n-hexanol both produced a three phase region over a wide range of temperatures but the middle-phase formed was found to be a $L_3$ or D' phase which would not facilitate solubilization of high molecular weight lubricants. On the other hand, for the $C_{12}E_5$ system, the middle-phase microemulsion was found to be formed with addition of a rather long-chain alcohol such as n-hexanol, n-heptanol, n-octanol, or n-nonanol. The results shown with the addition of cosurfactant was understood in connection with interfacial tension measurements and composition analysis. The inability of the hydrocarbon region of the surfactant films to incorporate the large lubricant molecules and high solubility of a hydrophobic surfactant are thought to be the chief reasons for poor solubilization with D' phase.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.497-497
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• 2016

페루의 Rimac강은 수도인 Rima시를 관통하는 강으로 각종 용수공급 등의 기능을 담당하는 중요한 강이지만 광산, 공장 및 도시 등 점?비점오염원으로 인해 오염이 심각해지고 있는 실정이다. 본 연구에서는 Rimac강의 하천복원을 위하여 3단계 수질개선 목표를 설정하고 각 단계별 BOD, TP 및 중금속(Al, As, Cd, Fe) 예측을 수행함으로써 목표달성 가능 평가를 수행하였다. Rimac강 지류인 Rio Santa Eulalia 하천 유입후부터 하구까지 총 57 km를 대상으로 4개의 대구간(Reach), 57개의 소구간(Element)으로 구분하여 QUAL2E 모델을 구축하였다. 2013년을 대상으로 저유량시기(건기)인 12월과 고유량시기(우기)인 1월을 대상으로 BOD, TP, Al, As, Cd, Fe의 모델 재현성을 검토한 결과, Rimac강 하류의 Huaycoloro강 유입이후 BOD, TP가 증가하는 현상을 적절히 재현하는 것으로 나타났다. 중금속은 Romac강 상류와 하류 Huaycoloro강 유입 수질 농도차이가 크지 않아 거리별로 일정한 농도를 나타내는 것으로 모의되었으나 실측정값은 하구로 갈수록 낮아지는 경향이 다소 나타났지만 대체적으로 실측값의 경향을 따르는 것으로 모의되었다. 수질개선 시나리오는 1단계(2016-2018년), 2단계(2019-2021년) 및 최종 3단계(2022-2024년)로 구분하여 저유량시기와 고유량시기의 수질개선 대책에 따른 수질변화를 예측하여 Rimac강 하류의 대표 지점인 La Atargea 취수장 지점에서 목표수질 달성여부를 평가하였다. 저유량시기의 경우, BOD는 1단계 이후 5.9 mg/L에서 목표수질 5.0 mg/L 이하로 농도가 감소되었으며 최종 3단계에 2.2 mg/L로 63.3% 개선하는 것으로 예측되었다. TP는 1단계 25.8% 개선, 3단계는 51.6% 개선되어 목표수질인 0.15 mg/L를 만족하는 것으로 예측되었다. 중금속의 경우 Cd는 당초 수질목표를 만족시키는 상황이었으며 그 외 항목은 Al>As>Fe 순으로 개선효과가 나타났고, 3단계 이후 모두 목표수질을 달성할 것으로 예측되었다. 고유량시기 수질예측 결과, 1단계 BOD, TP는 약 49, 19% 저감효과가 나타났으며 3단계 이후 57, 25%까지 개선되는 것으로 예측되어 목표수질을 만족시키는 것으로 분석되었다. 중금속은 Al이 가장 큰 개선 효과가 나타났으며 3단계에서 77.5%의 개선 효과가 분석되었다. 페루 리막강 유역 수질개선 대책 수립에 따른 수질개선효과 분석 결과, 3단계까지 모든 수질항목의 목표수질 달성이 가능한 것으로 분석되었으나 TP, Al 및 As의 경우에 2단계까지 목표수질 달성이 어려워 더욱 체계적인 관리가 필요할 것으로 판단되었다.

• Journal of the Microelectronics and Packaging Society
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• v.28 no.1
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• pp.55-60
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• 2021

In order to produce wearable displays with high adhesion while maintaining flexible characteristics, the adhesive method using electro plating method was carried out. Laser lift-off (LLO) transcription was also used to remove sapphire substrates from LEDs bonded to fibers. Afterwards, the SEM and EDS data of the sample, which conducted the adhesion method using electro plating, confirmed that copper actually grows through the lattice of the fiber fabric to secure the light source and fiber. The adhesion characteristics of copper were checked using Universal testing machine (UTM). After plating adhesion, the characteristics of the LLO transcription process completed and the LED without the transcription process were compared using probe station. The electroluminescence (EL) according to the enhanced current was measured to check the characteristics of the light source after the process. As the current increases, the temperature rises and the bandgap decreases, so it was confirmed that the spectrum shifted. In addition, the change in the electrical characteristics of the samples according to the radius change is confirmed using probe station. The radius strain also had mechanical strength that copper could withstand bending stress, so the Vf variation was measured below 6%. Based on these results, it is expected that it will be applied to batteries, catalysts, and solar cells that require flexibility as well as wearable displays, contributing to the development of wearable devices.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.6
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• pp.64-72
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• 2022

In this study, in order to confirm the seismic performance of reinforced concrete frames retrofitted with Wall Friction Damper(WFD), the test was conducted by setting two-story Reinforced concrete frames (reference specimen, OMF-N and specimen retrofitted with internal H-shaped steel frame and WFD, OMF-ALL(H)) as main variables. The WFD Seismic Retrofit Method is a mixture of strength improvement and energy dissipation methods. To prevent the pre-destruction of existing structure by friction force before sufficient energy dissipation of WFD, the internal H-shaped steel frame and chemical anchor that penetrates the side of the beam were used to install WFD. According to the test results, the OMF-N specimen showed an brittle failure pattern caused by the shear force of the R/C column after the maximum strength was expressed. The OMF-ALL(H) specimen showed that the reduction of pinching effect and the failure of the RC column occurred. Also, the maximum strength, cumulative energy dissipation and ductility of OMF-ALL(H) increased 3.01 times, 7.2 times and 1.72 times for OMF-N. As a results, test results revealed that the WFD Seismic Retrofit Method installed on Reinforced concrete structure improves the seismic performance and the strengthening effect is valid.

• The Korean Journal of Quaternary Research
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• v.34 no.1
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• pp.15-30
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• 2024

Typhoon effects on macrotide open-coast intertidal sediments were investigated in the Gochang Gwangseungri sandy intertidal flat on the Korean western coast. Variations in the surface sediment texture, accumulation, and sedimentary facies were observed before and after the Typhoon Kompasu in 2010. The typhoon Kompasu landed on the southwestern coast of the Korean Peninsula and passed inland between September 1st and 2nd, 2010, respectively. Surface sediments and their accumulation before and after the typhoon were sampled and measured at intervals of 30 m along a survey line on the Gwangseungri intertidal flat. The intertidal areas were divided into high, middle, and lower tidal zones based on the mean high-wate level, mean sea level, and mean low-water level, respectively. The surface sediments of each tidal zone show rare variations in grain size and sorting of sediment texture before and after the typhoon Kompasu, whereas negative skewness values increased in the middle and lower tidal zones after the typhoon rather than before the typhoon. Surface accumulation represents deposition in the upper and middle tidal zone and erosion in the lower tidal zones after the typhoon. The accumulation decreased from the high to the lower tidal zones.

• Korean Journal of Ecology and Environment
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• v.43 no.3
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• pp.428-436
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• 2010

This study was to evaluate water quality characteristics and ecological health using a mulimetric fish model in Taehwa-River watershed during May~September 2009. The ecological health assessments were based on the Index of Biological Integrity (IBI) using fish community and the multimetric model of Qualitative Habitat Evaluation Index (QHEI). For the study, the models of IBI and QHEI were modified as 8 and 11 metric attributes, respectively. We also analyzed spatial patterns of chemical water quality over the period of 2000~2009, using the water chemistry dataset, obtained from the Ministry of Environment, Korea. Values of BOD and COD averaged $1.7\;mg\;L^{-1}$ (scope: $0.1{\sim}31.8\;mg\;L^{-1}$) and $3.6\;mg\;L^{-1}$ (scope: $0.4{\sim}33\;mg\;L^{-1}$), respectively during the study. Total nitrogen (TN) and total phosphorus (TP) averaged $2.8\;mg\;L^{-1}$ and $96.8\;{\mu}g\;L^{-1}$, respectively, indicating an eutrophic-hypertrophic state. Also, TN and TP showed longitudinal increases toward the downriver reach. In the watershed, QHEI values varied from 67.5 (fair condition) to 164.5 (good condition) by the criteria of US EPA (1993). There was a abruptly decreasing tendency from T9 site in the QHEI values. According to 1st and 2nd surveys of Taewha River, multimetric model values of IBI was averaged 26.1 (n=14) with "good" condition (B) and the spatial variation was evident. Our results suggest that the mainstream sites was getting worse health condition along the river gradient due to inputs of the point and non-point sources from the urban (Ulsan city). Overall, dataset of IBI, QHEI, and water chemistry indicated that the ecological river health showed a downriver decline and the pattern was closely associated with habitat degradations and chemical pollutions as the waters pass through the urban region.

• Journal of Wetlands Research
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• v.19 no.4
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• pp.403-408
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• 2017

This study aims to set up the basic data to manage the waterfowl habitat through the analysis of the changes of physical structure according to the time series of Hangang(Riv.) as water birds' habitat. Study area was 41.5km in length from Paldang bridge to Hangju bridge. during total length of 497.52km and horizontal boundary was based on the protected lowland in year 1975. As the analysis result of land use from the center of water to adjacent road to the river, ratio of year 1975 was in order of sedimentary land(22.7%), surface water(20.7%), built-up area(16.9%), field(16.2%), paddy field(15.9%), and afterwards most of the areas were changed through the construction of arterial highway and submerged weir in order to use Hangang(Riv.). In year 1985, the area ratio of protected lowland(57.8%) and surface water(32.8%) dramatically increased. After construction of river bank the recreational areas continually increased and relatively natural areas decreased. In year 2005, the area ratio of protected lowland was enlarged to 57.6% and surface water also to 33.3%. While the length of both riversides and naturalness decreased by 10.9%, 91.5% respectively in year 2005 compared to year 1975, the depth of water increased by 1.46m. Comprehensively, the flow of changes by physical structure in Hangang(Riv.) for 30 years was divided into two periods. The main characteristics in the first period were decrease of riverside area and enlargement of the surface water through the massive construction before middle of year 1980, and afterwards revetments were intensively artificialized with changes of land use for amusement area. In terms of water fowl habitat, Hangang(Riv.) which previously had various types of habitat condition was changed into simplified habitat for few of species, and the active improvement apporach was needed for habitat diversity.