• The Science & Technology
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• v.9 no.5 s.84
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• pp.12-16
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• 1976

• Proceedings of the Korea Water Resources Association Conference
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• 1998.05a
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• pp.221-226
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• 1998

• JOURNAL OF ELECTRICAL WORLD
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• s.392
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• pp.51-55
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• 2009

• Proceedings of the Korea Water Resources Association Conference
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• 2001.05a
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• pp.584-588
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• 2001

• Proceedings of the Korea Water Resources Association Conference
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• 2000.05a
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• pp.465-470
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• 2000

• 전기의세계
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• v.45 no.1
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• pp.7-9
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• 1996

분산형전원 (Dispersed Storage and Generation System)이란 원자력이나 대용량 화력 등과 같은 집중적이고 대용량이 아닌 소용량의 전력저장시스템이나 발전시스템을 일컫는 말로서 소수력, 태양광, 바이오, 풍력 등의 대체에너지 전원, 소용량의 열병합발전시스템, 전기 등을 이용한 전력 저장시스템이 그 예라 하겠다. 이러한 분산형전원은 그 단어 뜻대로 대규모 전력계통에 비하여 분산되어 있기 때문에 관리가 어렵고 전력계통에 연계될 경우 여러가지 문제를 야기시키게 된다. 이러한 문제중 가장 큰 것은 계통의 전압변동의 요인이 되는 것이고 보호협조 문제 또한 무시할 수 없는 것이다. 더우기 보안상 단독운전이 될 경우를 방지하여야 하고 고조파문제, 계통단락용량 증대문제 등도 염려가 되는 문제이다.

• Journal of Advanced Marine Engineering and Technology
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• v.32 no.8
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• pp.1221-1230
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• 2008

Inflatable rubber dams are used for controlling flood, impounding water for recreations, preventing beach erosions, diverting water for irrigations, and generating hydropower. They are long, flexible, inflated with air, cylindrical structures on a rigid horizontal foundation such as concrete. The dam is modeled as an elastic shell inflated with air. The mechanical behaviors of the inflated dam model were investigated by using the finite element method. The analysis process such as One Way Coupling Fluid-Structure Interaction consists of two steps. First, the influences of the fluid side were investigated, viz, the shape changes of the inflated rubber dam due to the fluid motions was captured when the height of the dam was 30cm with air pressure 0.01MPa, at which the pressure distributions over the surface of the dam were calculated. And next, the structural deformations were calculated using the pressure distributions. The initial inlet velocity for flow field was set to 0.1m/s. The structural deformation behaviors were investigated. The final research goal is to develop a Korean Inflatable Rubber Dam to be used for generating small hydropower.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.2112-2113
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• 2011

우리나라는 연평균 강수량이 1,245mm로써, 비교적 강수량이 풍부하고 전국토의 2/3가 산지로 구성되어 있어 지형적 및 수문학적으로 수력자원 부존량이 많은 편이다. 하지만 수력자원 활용을 통한 발전소 건설은 매우 미미한데 이는 수력발전소 개발지점이 제약되어 있고 개발지점의 가동율 또한 매우 낮아 경제성 확보가 어렵기 때문이다. 수력발전은 전력수요 급증 시 부하 평준화 효과와 석유 수입대체 및 환경 친화적인 에너지원이라는 장점이 있다. 따라서 국산화된 수차발전시스템의 사용으로 초기투자비를 낮추고 하천형 수력발전소 건설을 통하여 가동율을 높인다면 우리나라의 수력발전사업은 크게 활성화 될 것이다. 본 논문에서는 하천형 수력발전소 시공사례를 통하여 주요 시공사례를 소개하고, 하천공사의 특징으로 인하여 설계 및 시공 시 반영해야 할 사항에 대해 몇 가지 소개하였다. 표준화를 통하여 건설비용을 절감, 발전 단가의 기준가격 현실화를 통한 재정적인 지원 및 법규 정비를 통한 제도적인 도움 이 세가지를 해결한다면 경쟁력 있는 소수력발전소 건설이 가능 할 것이다.

• 한국신재생에너지학회:학술대회논문집
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• 2009.06a
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• pp.660-663
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• 2009

Currently in Korea, the lack of facilities and technical criteria for the performance test of small hydropower degrades the efficiency of the domestic small hydropower turbine, and makes it difficult to objectively evaluate the performance of hydro turbine. Therefore Korean institute of water and environment in K-water planned making a basis of performance test of small hydropower by using our flowmeter calibration system the largest one in Korea. We planned the maximum measurable power of hydro turbine will be 200 kW in our system. Improving the efficiency of small hydropower system can achieve the additional development benefit about 1.5 billion won per year.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.4
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• pp.325-331
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• 2016

Computational fluid numerical analysis using the commercial code CFX was performed to develop a Pelton turbine for a pico hydro power generator using the circulating water of a cooling tower in a large building. The performance of the Pelton turbine was examined for different design factors, such as the bucket shape, in which the Pelton wheel was connected in an appropriate manner to the pipe section, and the number of buckets in order to find the optimal design of Pelton turbine for a pico hydro power using surplus water. A benchmark test was carried out on the manufactured small scale Pelton turbine to validate the design method of the Pelton turbine by numerical analysis. The results obtained by comparing the flow characteristics and power output measured using the ultrasonic flowmeter, the pressure transducer and the oscilloscope with the numerical results confirmed the validity of the analytical design method. The possibility of developing Pelton turbines for kW class pico hydro power generators using surplus water with an average circulation velocity of 1.2 m/s for the chosen bucket shape and number of buckets in a 30 m high building was confirmed.