• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.288-288
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• 2017

최근 우리나라뿐만 아니라 세계에서는 기후가 변화함에 따라 다양한 문제들이 발생하고 있으며 복합적인 위험의 증가도 함께 나타났다. 이러한 기후의 변화로 인해 집중 호우가 발생하는 빈도가 많아지면서 여러 요인들의 의한 침수가 반복적으로 나타나고 있다. 침수의 요인으로는 크게 내수침수, 외수범람, 해수범람이 존재하게 된다. 내수침수의 경우는 펌프나 우수관 등의 문제로 제내지 배수 불량이 발생하여 물이 하천으로 배수 되지 못했을 때 발생하게 되고, 외수범람의 경우는 홍수나 폭우에 의해 하천의 수위가 높아져 제방을 월류할 때 발생, 해수범람은 해수위가 상승하여 발생하게 된다. 본 연구에서는 내수침수와 외수범람을 동시에 복합적으로 모의할 수 있는 2차원 동수역학모형인 HDM-2D(Song. 2011)를 확장하여 해수-외수-내수 연계 모듈을 개발하였다. 해수 유동 모의 결과를 별도의 입력 파일로 불러들여 ERG (Exponentially Growth Rate) 기법에 의한 내수침수 해석 모형과 Petrov 안정화 기법 기반 충격파의 해석이 가능한 외부 범람모형의 초기 및 경계조건으로 부여하여 동수역학적 연계 모듈을 구성하였다. 해수의 영향을 고려한 해수-외수-내수 연계 모의를 통해 시간에 따른 연안 도시 침수 발생 양상을 분석할 수 있었다. 본 연구는 기후변화에 따라 복합적인 침수가 많이 발생하는 연안도시 지역에서 침수의 복합원인을 찾아내고 침수 예상도를 작성하여 연안도시에 가해지는 피해를 분석하는데 도움이 될 것으로 판단된다.

• International Journal of Highway Engineering
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• v.8 no.2 s.28
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• pp.63-74
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• 2006

During the construction of circular underground pipe, the non-proper compaction along the pipe and the decrease of compaction efficiency have been the main problems to induce the failure of underground pipe or facility. The use of CLSM (controlled low strength materials) should be one of the possible applications to overcome those problems. In this research, the full-scaled field test and the numeric analysis using PENTAGON-3D FEM program were carried out for three different cases on the change of backfill materials, including the common sand, the soil from construction site, and the CLSM. From the full-scaled test in field, the use of in-situ CLSM as backfill materials reduced the vertical and lateral deformation of the pipe, as well as the deformation of the ground surface. The main reason for reducing the deformation would be the characteristics of the CLSM, especially self-leveling and self-hardening properties. The measured earth pressure at the surround of the corrugated pipe using the CLSM backfills was the smaller than the other cases, and the absolute value was almost zero. Judging from the full-scaled field test and FEM analysis, the use of CLSM as backfill materials should be one of the best choices reducing the failure of the underground pipes.

• Journal of Practical Agriculture & Fisheries Research
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• v.17 no.1
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• pp.57-71
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• 2015

This study was conducted to develop the fertigation system with a peristaltic hose pump and brushless DC motor. The fertigation system was consisted of sensor, main controller, motor control unit, peristaltic pump, water supply pump, control panel, and filter. The peristaltic pump discharges liquid by squeezing the tube with rollers. Rollers attached to the external circumference of the rotor compresses the flexible tube. The fluid is contained within a flexible tube fitted inside a circular pump casing. The developed fertigation system has no mixing tank but instead injects directly a concentrated nutrient solution into a water supply pipe. The revolution speed of the peristaltic pump is controlled by PWM (Pulse width modulation) method. When the revolution speed of the peristaltic pump was 300rpm, the flow rate of the 3.2, 4.8, 6.3mm diameter tube was 202, 530, 857mL/min, respectively. As increasing revolution speed, the flow rate of the peristaltic pump linearly increased. As the inner diameter of a tube larger, a slope of graph is more steep. Flow rate of three roller was more than that of four roller. Flow rate of a norprene tube with good restoring force was more than that of a pharmed tube. As EC sensor probe was installed in direct piping in comparison with bypass piping showed good performance. After starting the system, it took 16~17 seconds to stabilize EC. The maximum value of EC was 1.44~1.7dS/m at a setting value of 1.4dS/m. The developed fertigation system showed ±0.06dS/m deviation from the setting value of EC. In field test, Cucumber plants generally showed good growth. From these findings, this fertigation system can be appropriately suitable for fertigation culture for crops.

• Journal of Korea Water Resources Association
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• v.55 no.spc1
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• pp.1251-1260
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• 2022

Recently, due to the deterioration of watermains and the detachment of scale which is accumulated on the watermain surface, water quality accidents in a water supply network occur frequently. As scale accumulated on watermains is stabilized, it may not cause water quality accidents under the normal operating condition. However, due to water hammer or transient flow caused by the abrupt velocity and/or direction of flow change, it can be detached from the watermain surface resulting in water quality accidents. To prevent these kinds of water quality accidents, it is required to remove scale by watermain cleaning regularly. Many researches about flushing which is the most popular water cleaning method are focused on the desirable velocity criteria and the cleaning condition to accomplish the effect of flushing whereas less amount of research effort is given to develop a method to consider whether the desirable velocity for flushing can be obtained before flushing is performed. During flushing, the major and minor headloss is occurred when flushing water flows through a hydrant or drain valve. These headloss may slow down the velocity of flushing water so that it can reduce the flushing effect. Thus, in this study, we suggest a method to simulate the flow velocity of flushing water using "MinorLoss Coefficient" and "Emitter Coefficient" in EPANET. The suggested method is applied to a sample network and the water supply network of "A" city in Korea to compare the flushing effect between "flushing through a hydrant" and "flushing through a drain valve". In case of "flushing through a hydrant", if the hydraulic condition ocurring from a watermain pipe connecting to the inlet pipe of a hydrant to the outlet of a hydrant is not considered, the actual flowrate and velocity of a flow is less than the simulated flowrate and velocity of a flow. In case of "flushing through a drain valve", the flushing velocity and flowrate can be easily simulated and the difference between the simulated and the actual velocity and flowrate is not significant. Also, "flushing through a drain valve" is very effective to flushing a long-length pipe section because of its efficiency to obtain the flushing velocity. However, the number and location of a drain valve is limited compared to a hydrant so that "flushing through a drain valve" has a limited application in the field. For this reason, the engineer should consider various field conditions to come up with a proper flushing plan.

• Journal of Life Science
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• v.15 no.5 s.72
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• pp.703-706
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• 2005

The purpose of this study is to investigate the combined effect of L-arginine supplementation and regular physical exercise on HR, BP, eNOS and Macrophage activation using SHR. To examine the differences among HR, BP, eNOS, and Macrophage activity levels, normotensive Wistar-Kyoto rats were used as a control. Thirty two male rats (six weeks old) were divided into four groups; eight WKY control (WKYC), eight SHR control (SHRC), eight SHR supplemented with L-arginine (SHRA), and eight SHR trained and supplemented with L-arginine (SHRTA). Obtained results were as follows : In the heart and blood pressure, there was significant differences anong the four group (p<.05) compare to SHRC. In the eNOS levels, there was significant differences among the four groups (p<.05) compare to SHRC. In the macrophage activity, there was significant differences among the four groups (p<.05) compare to SHRC. In conclusion, For the SHRC group, the level of eNOS is higher than that of WKYC, and we can expect tissue damage caused by toxic free radical. However, this can be stabilized by the L-arginine supplementation and regular physical training. we can also conclude regular aerobic training decrease cardiovascular stress caused by stabled macrophage activity. Therefore, we can trace it is the effect of training in SHR.

• Journal of the Korean Society of Groundwater Environment
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• v.6 no.2
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• pp.101-106
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• 1999

Open dump of refuse causes groundwater and soil contamination by leachate and air pollution by LFG(Landfill Gas). In this paper, in order to perform a study about reduction of high leachate and LFG collection & control, using a 3-D, 2-phase, transient FDM model, the analysis of simultaneous flow of leachate and LFG has been carried out. In present numerical analysis it is assumed that 58 percents of LFG will evaporate to the ambient air and the recharge rate of a landfill be 12 percent of the average precipitation per year. All other data were excerpted at the point of 1995 when three refuse layers had been buried. From numerical analysis we concluded that maximum head value is approximately 26 mH2O<-에이치투오 (2.52 atm) in the center of the system and that installing venting trench plays an important role in landfill stabilization. Evan with the assumption of three layers constructed and low recharge rate applied, it is found that cumulative leachate and LFG productions will be 15.1 million 세제곱미터, 5.58 billion 세제곱미터, respectively after 40 years.

• The Bulletin of The Korean Astronomical Society
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• v.37 no.1
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• pp.94.1-94.1
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• 2012

천리안위성은 우리나라 최초의 정지궤도복합위성(COMS: Communication, Ocean, and Meteorological Satellite)으로 2010년 6월 27일, 남미 기아나 쿠루기지에서 아리안-5 로켓에 의해 발사된 후 동경 128.2도, 적도 상공 약 35,800 km 고도의 정지궤도에 안착되었다. 이 후 궤도상시험 기간과 안정화 기간을 거쳐 2011년 4월 1일, 기상청은 위성자료 서비스를 시작하였다. 천리안위성의 기상영상기는 한반도 주변의 기상변화와 전 지구적 기후 변화 및 대기 운동을 감시하기 위해 실시간 관측 및 전송 시스템을 갖춘 탑재체이다. 이 기상영상기는 하루 8번의 지구 반면 영역과 각각 80번 내외의 북반구 및 한반도 영역을 관측하며, 이 자료는 지상에서 복사보정과 기하보정을 거친 후 위성을 통해 다시 사용자에게 배포된다. 천리안위성 기상영상기는 쉼 없이 관측하고, 일정 시간 이내에 그 자료를 배포해야 한다. 이러한 자료서비스는 운영시스템의 장애나 자연현상에 의한 자료 미수신 혹은 미처리가 발생할 경우 운영 결과 및 성과에 영향을 미친다. 이와 같은 장애에 대비해 국가기상위성센터는 이중화된 시스템을 구축했으며, 자료 백업 부기관으로서 한국항공우주연구원과의 사이트 이중화도 시행하고 있다. 그러나 정지궤도에 있는 위성과 태양 및 지구의 역학적인 관계에 따라 태양 전파 잡음의 영향인 태양간섭과, 위성 태양전지판 충전 장애를 일으킬 수 있는 위성식, 그리고 위성 자정 주변에 발생할 수 있는 태양광 침입 및 산란광 영향 등은 미리 예측되어야 하며, 이 시기 운영 방안 마련과 사용자 공지 등의 조치가 수반되어야 한다. 국가기상위성센터는 춘 추분 시기에 발생하는 이러한 태양 영향을 예측하고 검증했으며, 이 시기 위성 및 지상국의 효율적인 운영방안을 마련하였다.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.28 no.10
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• pp.761-768
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• 2017

In this paper, to implement the electromagnetic wave environment and solve electromagnetic compatibility(EMC) problem, miniaturization of ultra-wide band log periodic dipole antenna for measurement was investigated. In addition, in oder to improve the signal-to-noise ratio in high frequency band, balun was connected to the antenna to stabilize the operation of the differential mode antenna and the single mode coaxial cable. To minimize the total size and to increase bandwidth of the antenna, a fat dipole structure was used for the resonance frequency band below 4 GHz and a general dipole shape was used for that above 4 GHz. The bandwidth of the proposed antenna was represented from 0.6 GHz to 8.0 GHz with a ratio bandwidth of 12.3 : 1. Measured peak gain varies from 5.7 dBi to 9.1 dBi, and a half power beamwidth was presented from $29.4^{\circ}$ to $100.2^{\circ}$ in operating range.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.27 no.3
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• pp.275-285
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• 2003

A visualization study on the effect of forcing amplitude in tone-excited jet diffusion flames has been conducted. Visualization techniques are employed using optical schemes. which are a light scattering photography. Flame stability curve is attained according to Reynolds number and forcing amplitude at a fuel tube resonant frequency. Flame behavior is globally grouped into two from attached flame to blown-out flame according to forcing amplitude: one sticks the tradition flame behavior which has been observed in general jet diffusion flames and the other shows a variety of flame modes such as the flame of a feeble forcing amplitude where traditionally well-organized vortex motion evolves, a fat flame. an elongated flame. and an in-burning flame. Particular attention is focused on an elongation flame. which is associated with a turnabout phenomenon of vortex motion and on a reversal of the direction of vortex roll-up. It is found that the flame length with forcing amplitude is the direct outcome of the evolution process of the formed inner flow structure. Especially the negative part of the acoustic cycle under the influence of a strong negative pressure gradient causes the shapes of the fuel stem and fuel branch part and even the direction of vortex roll-up to dramatically change.

• 한국벤처창업학회:학술대회논문집
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• 2017.11a
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• pp.71-74
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• 2017

본 연구에서는 농업벤처기업의 활성화를 위해 경영현황 및 애로사항, 지원 우선순위 등에 대해 조사하고 분석하였다. 이를 위해 국내 농업벤처기업 103개소를 대상으로 벤처기업협회에서 실시한 설문조사 결과를 분석하였으며, 일반벤처기업 2,098개소, 농림어업 벤처기업 67개소를 대상으로 실시한 벤처기업정밀실태조사 자료를 토대로 비교 분석 연구를 수행하여 다음과 같은 주요 결과를 도출하였다. 첫째, 일반벤처 대비 높은 금융비용과 부채비율, 신규자금에 대한 높은 정부 의존도, 자금조달의 어려움과 벤처 투자 유치 실적이 저조함으로 인해 농업벤처기업의 재정 여건은 매우 열악한 환경에 있는 것으로 나타났다. 이를 극복하기 위한 방안으로 농산물 중부가가치가 높고 수출 가능한 품목을 선별하여 육성하는 투자 방안이 필요하며, 정부 보조금과 지원금 매칭 펀드 방식의 혼합 지원 및 크라우드 펀딩의 활용 검토가 필요하다. 둘째, 농업벤처는 일반벤처에 비해 R&D투자보다는 설비투자 비중이 높으나 연구개발 자금지원을 가장 필요한 방안 1순위로 꼽고 있으며, 자가 기술을 활용하여 비즈니스 모델화하는 데 어려움이 많은 것으로 파악되었다. 또한 제조업 기업 비중이 63.2%를 차지하고 있어 사업 분야의 편중이 높은 것으로 나타났다. 이와 같은 결과를 고려하여 해외시장을 고려한 제품 연구개발 및 생산원가 경쟁력 확보, 그리고 관련 분야 투자유치와 고용 창출이 필요하다. 또한 개발된 기술의 사업화 지원을 위해 투자 기반 사업화 추진과 제조업 외 다양한 분야의 육성이 필요하다. 셋째, 사업규모가 적고 기업이 안정화되지 못해 신규인력 확보 및 유지에 어려움을 겪고 있는 것으로 나타났다. 인력확보의 활성화를 위한 방안으로는 지속적인 농업 인력 감소에 대응하여 스마트농업 가능 인력의 양성이 필요하며, 농업벤처 지원 교육의 체계화와 효율화를 위한 컨트롤타워가 필요하다. 넷째, 국내외 판로개척에 대한 애로사항이 가장 높은 것으로 나타났다. 이를 위한 지원 방안으로 관 주도의 수출지원정책에서 민간참여 위주로 정책 방향 변경이 필요하며, 수출대상국에 적합한 전략적 농산물 및 가공식품 생산이 필요하다.