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조력발전용 수문 형상에 따른 통수성능에 관한 실험적 연구 - II. 실험결과 및 분석
이달수(Lee, Dal-Soo),오상호(Oh, Sang-Ho),이진학(Yi, Jin-Hak),박우선(Park, Woo-Sun),조휴상(Cho, Hyu-Sang),안석진(Ahn, Suk-Jin) 한국해안해양공학회 2008 한국해안해양공학회 논문집 Vol.20 No.1
이 연구에서는 개수로시스템에 설치된 조력발전용 수문(sluice)에 대한 수리모형실험을 수행하여 취득된 자료의 분석 결과를 제시하였다. 실험은 수문 최소단면의 폭 및 바닥높이가 서로 다른 여섯 가지 수문 모형에 대하여 이루어졌다. 수문의 측면형상이 같을 경우에 수문 최소단면의 폭을 증가시킴으로써 수문의 유량계수는 대체로 증가하였지만, 유량이 작고 수문 상류측의 수위가 낮을 때는 유량계수가 증가하다가 감소하는 경향이 나타났다. 또한, 최소단면의 폭에 무관하게 최소단면의 바닥높이가 높은 경우에 유량계수가 크게 나타났다. 실험결과로부터 기존의 타당성조사 사업 등의 수문 설계시에 주로 적용하였던 유량계수 값은 과소산정되었으며, 따라서 유량계수 값을 상향조정하여 사용하는 것이 타당하다는 결론을 얻었다. In this study, the analysis results were presented for the experimental data of sluice for tidal power generation that were installed in an open channel flume. The experiment was carried out for the six different sluice models of different widths and bottom heights of the sluice throat section. If the side shape of the sluice was the same, the coefficient of discharge generally increased by increasing the width of the throat section. However, when the water discharge was small and the upstream water level was low, the coefficient of discharge increased for a while but decreased later with the increase of the throat section width. In addition, the coefficient of discharge was larger when the bottom height of the throat section was higher, regardless of the width of the throat section. It was concluded that the values of coefficient of discharge that were frequently used in the previous feasibility studies were underestimated so that should be adjusted to higher values.
사석마운드 설치에 따른 조력발전용 수문의 통수성능 변화
이달수(Lee, Dal-Soo),오상호(Oh, Sang-Ho),이진학(Yi, Jin-Hak),박우선(Park, Woo-Sun),조휴상(Cho, Hyu-Sang),김덕구(Kim, Duk-Gu) 한국신재생에너지학회 2008 한국신재생에너지학회 학술대회논문집 Vol.2008 No.05
In this study, the results of experimental investigation on the water discharge capability of sluice caisson for tidal power plant were presented. In particular, the focus of the study was placed on the examination of change in water discharge capability of a sluice caisson according to the installation of rubble mound. For this purpose, a hydraulic experiment was carried out in an open channel flume with a great care to the measurement of discharge and water level in the flume since they greatly affects the estimation of the discharge capability of each sluice caisson. In the analysis, the experimental data of four different sluice models were used, which showed that the installation of rubble mound affects in different manner depending on each sluice caisson model. When each of the four sluice models were placed on the rubble mound respectively, the water discharge increased for one sluice caisson, whereas decreased for other three sluice caissons. Further detailed analysis is needed to quantitatively estimate the influence of installation of rubble mound on the water discharge capability of a sluice caisson.
사석마운드 위에 설치되는 조력발전용 수문 케이슨의 통수성능에 대한 실험적 연구
이달수(Lee, Dal-Soo),오상호(Oh, Sang-Ho),이진학(Lee, Jin-Hak),박우선(Park, Woo-Sun),조휴상(Cho, Hyu-Sang),엄현민(Eum, Hyun-Min) 한국신재생에너지학회 2008 신재생에너지 Vol.4 No.2
The change of water discharge capability of sluice caisson for tidal power plant according to installation of the rubble mound was investigated by performing laboratory experiment. The experiment was carried out in an open channel flume with a great care to measure flow rate and water level in the flume accurately. Eight different sluice caisson models were used in the experiment. The water discharge capabilities of seven sluice models decreased with respect to the placement of the rubble mound, while increased for only one sluice model. On average, the values of discharge coefficient decreased by approximately 10% when the sluice models were placed on the rubble mound. It is concluded that the shape of the rubble mound can affect the water discharge capability of the sluice caisson, so that its shape should be significantly considered in the design of the sluice caisson, especially when it is deployed in a site of relatively deeper depth.
강시환(Kang, See-Whan),안석진(Ahn, Suk-Jin),엄현민(Eom, Hyun-Min),조휴상(Cho, Hyu-Sang) 한국해안해양공학회 2009 한국해안해양공학회 논문집 Vol.21 No.4
파랑이 흐름이 강한 해역으로 전파되면 파랑-흐름 상호작용에 의해 파고, 파형, 스펙트럼 등 파랑특성의 변형에 영향을 미친다. 본 연구에서는 가로림만해역을 대상으로 조류의 강한흐름과 조차로 인한 수심 변화가큰 경우 입사 파랑의 천해파랑 변형을 SWAN 모형으로 수치모의 실험하였다. SWAN모형의 실 해역 적용에 앞서 강한 흐름에 의한 천해 파랑스펙트럼 변형에 대한 이론적 해석해(Suh et al. 1994)와 모의결과를 비교, 검증한 결과 잘 일치하였다. 가로림만 외해역의 설계파랑인 NNW방향의 주기 8초와 10초, 입사파고 3 m에 대한 모의실험 결과에 의하면 만 입구지점에서 최대 1.4 m/s의 낙조류와 파랑이 상호 역방향으로 만나 파고가 약 40%까지 증가되었고, 이와 반대로 최대 1.1 m/s의 순방향인 창조류의 경우에는 26%정도 감소하였다. 본 실험결과에 의하면 가로림 만입구의 협 수로에서는 항시 강한 조류의 흐름이 있기 때문에 설계파 산정에 있어 파랑-해류의 상호작용에 의한 파랑변형이 가장 중요한 결정요소인 것으로 판단된다. Wave-current interaction due to strong ambient currents causes to alter wave properties such as wave height, wave profile and wave spectrum. In this study we first examined the SWAN model's applicability by comparing with an analytical solution of Suh et al. (1994) for wave-current interaction in finite water-depth. Numerical experiments using SWAN model have been conducted for Garolim Bay to estimate the design waveheights influenced by strong tidal currents. For the design wave periods of 8~10 sec, the design wave height of 3 m in NNW direction was increased by up to 40% when the incident waves encounter the opposing currents of 1.4 m/s while the wave height was reduced by 26% due to the following currents of 1.1 m at the bay mouth. This result indicates that the effect of wave-current interaction must be included to determine the design wave height if there exists a strong current.