• Proceedings of the KIPE Conference
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• 2014.11a
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• pp.95-96
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• 2014

본 논문에서는 KEPCO가 신안 팔금도에서 진행 중인 능동배전망 운영실증 관련 2MW급 태양광발전 출력 안정화, 비상발전기, 계통 역률제어 등이 가능한 1MW/1MWh급 ESS의 설계 및 적용 결과를 기술하였다. 1MW/1MWh급 ESS는 외부환경으로부터 시스템 보호를 위해 공조설비 및 소방설비를 포함한 컨테이너에 ESS 관리 및 제어를 위한 PMS, 전력변환을 위한 PCS, 에너지 저장을 위한 배터리 시스템 등을 구성하였다. 또한 배전선로에 ESS 시스템 연계를 위해 변압기, 스위치기어 등의 계통연계설비를 함께 구성하였다. MW급 대용량 전력 시험설비를 이용하여 1MW/1MWh급 ESS의 다양한 기능 및 성능을 검증 후 신안 팔금도 현장에 적용하였다.

• 한국신재생에너지학회:학술대회논문집
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• 2007.11a
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• pp.336-340
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• 2007

본 논문에서는 750kW 풍력발전용 인버터를 개발한 결과와 2년 동안의 현장실증을 통하여 얻어진 경험을 바탕으로 2MW 영구자석형 동기발전기(RMSG, Permanent Magnet Synchronous Generator)의 전력변환을 위한 병렬형 인버터의 시뮬레이션과 이를 통한 설계와 제작 및 기본시험 과정을 소개하고자 한다.

• Proceedings of the KIEE Conference
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• 1987.11a
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• pp.143-146
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• 1987

Fiber optics provide a solution to the problems at interference, capacity and reliability in communication. Approximately 20 kilometera of a six-fiber, multimode, longwave($1.3{\mu}m$), graded index silica glass fiber optic cable was helically wrapped around a phase conductor at a Korea Electric Power Corporation(KEPCO) 154KV transmission line. This paper presents an economic comparison of several fiber optic cable installation alternative and discusses the characteristics at the helically wrapped fiber cable, as well as the entire installation, including high voltage phase-to-ground (PTG) end termination, and splicing. The fiber link was installed for the field trial and practical use with overhead composite optical fiber cable which installation performed a few years earlier some other location and is intended to accommodate not only telephone but also supervisory Control and Data Acquisition(SCADA), protective relaying, and telemetry functions.

• Plant Journal
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• v.9 no.1
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• pp.43-49
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• 2013

In this study, the natural frequency of the actual operating vertical pump in the P combined cycle power plant is measured and the cause of high vibration is determined by using fluid-structure coupled vibration theory. Choosing the vibration reduction plan suited for field conditions and using the numerical analysis verify effectiveness of the plan. The plan is applied to the actual pump and the empirical experiments are conducted.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2022.10a
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• pp.292-293
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• 2022

국내발전소의 진동감시설비는 GE Bently, Nevada, VIBRO-Meter사 등 외산제품이 대부분 사용되고 있다. 본 연구에서는 부품소재 산업 국산화 시책에 부응한 발전설비 터빈 및 회전체의 진동감시시스템의 성능 검증을 실시한다. 현장 실증시험은 진동감시시스템 시제품(이하 CMS5000)과 기존 사용하고 있는 Bently3300의 측정데이터를 비교 분석하여 성능을 검증하였다. 성능 검증 결과 CMS5000은 Bently3300과 동등한 수준 이상으로 확인되어 진동감시설비의 국산화 및 수출기반 확보는 물론 예방보전 의 효율화 및 안전관리에 기여할 것으로 기대된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.25-25
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• 2020

최근 기후변화와 함께 한국은 매년 가뭄이 지속적으로 발생하고 있으며 피해지역도 다양하게 나타나고 있다. 이에, 가뭄에 능동적으로 대처하고, 지하수자원을 확보할 수 있는 인공함양 및 취수시설의 실증시설을 구축하여 상시 가뭄지역을 대상으로 적용하고자 한다. 최종적으로 연구지역의 소규모 평탄지 하천 중·상류지역 충적층에 인공함양을 통해 가뭄대책 마련을 위한 인공 주입시설을 설치하고, 대수층 발달이 양호한 하류지역에 수평집수정을 이용한 취수시설을 설치하여 취수-공급의 지속적인 순환방식의 통합적인 인공주입·취수시스템을 구축하고자 한다. 연구지역은 가뭄 및 상수도 미 보급지역으로 인해 제한급수가 이루어지고 있는 충청남도 홍성군 운곡리 지역을 대상으로 하였으며, 연구지역 주 대수층인 충적층은 시추조사 결과 지표하 0.5~12.3m에 분포하며, 실트질 모래 및 실트질 자갈로 구성되어있다. 대수층의 수리성은 양수 및 회복시험결과 3.79×10-4~7.71×10^-3(평균 3.13×10^-3)cm/sec로 인공함양을 위한 지반 특성으로 양호한 수리특성을 보인다. 본 연구에서는 연구지역의 지층분포 및 수리지질특성을 고려하여 현장시험 대수층에 인공함양 방법 중 Ditch 및 Ditch+injection Well을 설치하고 공경, 여재등 여러인자에 따른 인공 주입에 의한 함양특성과 수위변동 모니터링을 분석하였으며, 분석결과를 토대로 향후 최적의 취수시설을 구축하여 국내 상시 가뭄지역의 대체수자원확보와 용수공급 방안으로 활용할 수 있을 것으로 판단된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.7
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• pp.4849-4854
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• 2015

It has been often occurred for the outside components(BU, SVaC, DB) of UM71c AF track circuits to be broken down caused by some pieces of falling ice in the winter time or by infrastructure repairing equipments while facility maintenance works since 2004, opening of Kyeongbu High Speed Rail Express. In this paper, we proposed that we could move the outside components of UM71c track circuit out of wayside from present place. Then we can assure that the life time of those components would be extended. So we simulated the electrical characteristics by changing cable length using MATLAB Simulinks and we designed the compensation capacitor. Also, we obtained the same results as those of simulation by field demonstration test on site. The design specifications obtained from this field verification test could be applied in the absent section of track circuit, if only have a little more intensified research to compensate changed electrical characteristics and to redesign inner impedance of the track circuit.

• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.6
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• pp.79-85
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• 2023

Skid resistance pavement is an accessory to the road and is a facility for the safe driving of cars by increasing the skid resistance of road pavement. In particular, in bad weather conditions such as snow, rain, and black ice, the skid resistance performance of skid resistance pavement greatly affects the safety of road traffic and drivers. However, BPT(British Pendulum Tester) has a test area of only 0.009 m², making it difficult to represent the overall packaging surface. A reliable method of evaluating slip resistance performance is needed for maintaining non-slip packaging. In this study, the conventional BPT test and the skid resistance performance evaluation method of the PFT(Pavement Friction Tester) and µGT(Micro Grip Tester) tests were compared through guidelines and standard investigations and applied to the field skid resistance performance evaluation. In addition, skid resistance pavement with different skid resistance performance was installed at the test-bed and actual road demonstration sites to compare BPN(British Pendulum Number), SN(Skid Number), GN(Grip Number), and to derive correlations for each performance evaluation method. As a result of the experiment, SN and GN showed similar skid resistance performance, and the GN value was derived similar to BPN × 0.01.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.40 no.3
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• pp.245-252
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• 2016

In this study, an alternative bend design is proposed to overcome the aging problem in piping bends. In this design, the foam pad is not included. Finite element analysis was performed based on the total pipe diameter. From this analysis, the shape of the Shear Control Ring (SCR) was determined. Temperature, stress, and other data of the proposed reinforced pipe were acquired and analyzed after the test was performed. The value of the thermal stress for the reinforced steel pipe satisfied the required standard without the foam pad based on the manufacturing of the reinforced fitting and construction site of the test. The reinforcement provided a shear strength level for the foam pad that resulted in maximum shear stress less than stress based on the original foam pad applied at the pipe bend. Additionally, an increasing factor of safety effect for the reinforced fitting application was discovered.

• Economic and Environmental Geology
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• v.45 no.3
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• pp.255-264
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• 2012

The stabilization using limestone ($CaCO_3$) and steel making slag as the immobilization amendments for Cu and Pb contaminated farmland soils was investigated by batch tests, continuous column experiments and the pilot scale feasibility study with 4 testing grounds at the contaminated site. From the results of batch experiment, the amendment with the mixture of 3% of limestone and 2% of steel making slag reduced more than 85% of Cu and Pb compared with the soil without amendment. The acryl column (1 m in length and 15 cm in diameter) equipped with valves, tubes and a sprinkler was used for the continuous column experiments. Without the amendment, the Pb concentration of the leachate from the column maintained higher than 0.1 mg/L (groundwater tolerance limit). However, the amendment with 3% limestone and 2% steel making slag reduced more than 60% of Pb leaching concentration within 1 year and the Pb concentration of leachate maintained below 0.04 mg/L. For the testing ground without the amendment, the Pb and Cu concentrations of soil water after 60 days incubation were 0.38 mg/L and 0.69 mg/l, respectively, suggesting that the continuous leaching of Cu and Pb may occur from the site. For the testing ground amended with mixture of 3% of limestone + 2% of steel making slag, no water soluble Pb and Cu were detected after 20 days incubation. For all testing grounds, the ratio of Pb and Cu transfer to plant showed as following: root > leaves(including stem) > rice grain. The amendment with limestone and steel making slag reduced more than 75% Pb and Cu transfer to plant comparing with no amendment. The results of this study showed that the amendment with mixture of limestone and steel making slag decreases not only the leaching of heavy metals but also the plant transfer from the soil.